Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CAG2022-216 - Original - Lakeside Industries, Inc. - 2022 Asphalt Overlays - 05/17/2022
Nancy Y for Drew Holcomb Public Works 05/13/2022 05/20/2022 05/03/2022 R20119 N/A Lakeside Industries, Inc.Contract Other 2022 Asphalt Overlays Grinding and overlaying pavement throughout the city, as well as chip sealing in two locations. $3,851,364 Bid The bond and contract can be found starting on page 66. The insurance documents are due to expire on June 1st and I have asked Lakeside to send an update when they become available. 5/16/22 CAG2022-216 Original 5/23/22 DATE: May 3, 2022 TO: Kent City Council SUBJECT: 2022 Asphalt Overlays Project Bid - Award MOTION: I move to award the 2022 Asphalt Overlays Project to Lakeside Industries, Inc. in the amount of $3,851,364 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 2022 overlay project will consist of grinding and overlaying pavement throughout Kent, including two chip seal locations. Associated curb ramp upgrades and sidewalk repairs are also included, along with traffic calming on 268th St (speed cushions) and a raised crosswalk on 124th Avenue S.E. In addition, sidewalk and curb will be added on the south side of South 268th Street connecting Military Road and 40th Avenue South. The bid opening for the 2022 Asphalt Overlays Project was held on April 26, 2022, with four bids received. The lowest responsible and responsive bid was submitted by Lakeside Industries, Inc. in the amount of $3,851,364. Bid Tab Summary 01. Lakeside Industries, Inc. $3,851,364.00 02. ICON Materials $3,988,177.50 03. Tucci & Sons, Inc. $4,459,351.50 04. Miles Resources, LLC $4,476,405.00 Engineer's Estimate $3,727,285.00 BUDGET IMPACT: This project uses funding from the Solid Waste Utility Tax and B&O Tax. SUPPORTS STRATEGIC PLAN GOAL: Evolving Infrastructure - Connecting people and places through strategic investments in physical and technological infrastructure. Thriving City - Creating safe neighborhoods, healthy people, vibrant commercial districts, and inviting parks and recreation. ATTACHMENTS: 1. Asphalt Overlays 2022 Bid Tab (PDF) CONFORMED TO ADDENDUM 1 & 2 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2022 Asphalt Overlays Project Number: 22-3001.1 BIDS ACCEPTED UNTIL April 26, 2022 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, 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 Permit Section 9 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2022 Asphalt Overlays Project Number: 22-3001.1 BIDS ACCEPTED UNTIL April 26, 2022 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR KENT W A S H I N G T O N 4/11 /22 BIDDER'S NAME 1,gke4e Tt*1vj1rrr1-TToe. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2022 Asphalt Overlays Project Number: 22-3001.1 BIDS ACCEPTED UNTIL April 26, 2022 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR KENT W A S H I N G T 0 N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal Subcontractor List (over $1 million) HVAC, Plumbing, and Electrical Subcontractor List (over $1 million) Structural Steel Installation and Rebar Installation Contractors 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 Bidders Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Permit Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through April 26, 2022 up to 11:00 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above -stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 11:00 a.m. for the City of Kent project named as follows: 2022 Asphalt Overlays Project Number: 22-3001.1 The City Clerk will read the bids out loud from the Clerk's office. Individuals can stand in the lobby outside the Clerk's office during the bid opening to hear the bid results. The project consists of planing bituminous pavement, asphalt overlays, chip sealing, curb ramps, curb and sidewalk repairs, and other related work. Should a contract be executed, it is the contractor's responsibility to comply with all COVID-19 workplace health and safety measures established by the state Department of Labor & Industries or otherwise imposed by the Governor, the state Department of Health, or the Local Health Officer of Seattle -King County Public Health, or subsequent modifications to such health and safety measures as those authorities may issue, including providing all needed personal protective equipment. The Engineer's estimated range for this project is approximately $3,250,000 to $4,000,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Drew Holcomb at 253-856-5561. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at www.kentwa-g v and-gpply/bids-procurement-rfps. Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilization Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15% of the labor hours must be performed by apprentices. KCC 6.01.030. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The award of the contract will not occur until the City of Kent has reviewed all bids for responsiveness and responsibility determinations and the Kent City 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 deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 111h day of April, 2022. BY: Kimberley A. moto, City Cler Published: Daily Journal of Commerce on April 12 and 19, 2022 Washington State Office of Minority and Women's Business Enterprise on April 12, 2022 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date y- 26- 2n2Z This statement relates to a proposed contract with the City of Kent named 2022 Asphalt Overlays Project Number: 22-3001.1 I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. `m� S��t lac�v3�*�rJ liJe. NAME OF BIDDER BY: /V�o 'PC� J eo T- SIGNATURE/TITLE Gf Glc d 4 e� rGJ lP,e! i So4z �10 Ma►01cy,1 &1 . w,4 91 G 3g ADD ESS (Note to Bidders: The information required in this Compliance Statement is informational only) 2022 Asphalt Overlays/Holcomb 1 April 11, 2022 Project Number: 22-3001.1 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. f By: For: LAI�tS,Cr� .1/'dvf�Y,./1 �Y►C• Title: Pr. [ c M u V� J Date: q'Z6'Z�22 2022 Asphalt Overlays/Holcomb 2 April 11, 2022 Project Number: 22-3001.1 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women, Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. 2022 Asphalt Overlays/Holcomb 3 April 11, 2022 Project Number: 22-3001.1 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before - mentioned company was the prime contractor for the contract known as 2022 Asphalt Overlays/Project Number: 22-3001.1 that was entered into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before -mentioned contract. By: Fo r: Title: Date: 2022 Asphalt Overlays/Holcomb 4 April 11, 2022 Project Number: 22-3001.1 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Lokeji�1 �/Idvs�►-��I �Tre, 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 2022 Asphalt Overlays/Project Number: 22-3001.1 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non -continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non -responsive. 2022 Asphalt Overlays/Holcomb 5 April 11, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ 17( no - $ WSDOT LUMP SUM Per A 1005 2-01.5 1 Clearing and Grubbing $ 7P0 - $ S�Sf70 WSDOT LUMP SUM Per LS 1010 2-02.5 9GG 950 Remove Existing Asphalt $ 78 - $ 261600 — * KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 1,400 KSP SQ YDS Remove Cement Concrete $ " 'A $ Sidewalk Per SY 1025 2-02.5 4,300 Remove Cement Concrete $ $ �'oU KSP 4,500 Curb and Gutter Per LF LN FT I 1 �� 1030 2-02.5 100 Remove Cement Concrete $ $ KSP LN FT Extruded Curb Per LF 1035 2-02.5 -2LG 35 Remove Cement Concrete $ 3 S - $ -Let KSP LN FT Traffic Curb Per LF 1040 8-09.5 1 Removal of Raised Pavement $ Sl ��� $ �I �00 KSP LUMP SUM Markers and Painted and/or per LS Thermoplastic Traffic Markings 1045 8-12.5 120 KSP LN FT Remove and Restore Fence $ Ib0 $ I11060— Per LF * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 6 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1050 2-02.5 3,650 Saw Cut Existing Asphalt $ $ 211�OU --- * KSP LN FT Concrete Pavement Per LF 10 1055 2-02.5 100 Saw Cut Existing Cement r $ $ KSP LN FT Concrete Pavement Per LF 1060 2-03.5 1,200 Roadway Excavation, $ 50 -- $ * WSDOT CU YDS Incl. Haul Per CY pao 1065 2-03.5 110 Unsuitable Foundation $ 5 Soo _ $ * WSDOT CU YDS Excavation Incl. Haul Per CY 5� Y 1075 4-03.5 770 Gravel Borrow, Including Haul $ $ * KSP TONS and Compaction Per TON LQ 1i��0D0 1080 4-04.5 2,850 Crushed Surfacing Top $ $ * KSP TONS Course, 5/8 Inch Minus Per TON 1090 5-02.5 16,800 Chip Seal $ 11 r $ * KSP SQ YDS Per SY 1092 5-02.5 16,800 Asphalt for Fog Seal $ $ lU0 * KSP SQ YDS Per SY 1094 5-03.5 1 Crack Sealing $ \'; (ODD $ � S � 000 KSP LUMP SUM Per LS * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 7 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1095 5-04.5 1,800 HMA Class 1/2", PG 58V-22 $ (-7 $ * KSP TONS Per TON k-'o - ( ev 0 1100 5-04.5 5,200 HMA for Full Width Overlay $ $ * KSP TONS Class 1/2", PG 58V-22 Per TON 1105 5-04.5 1 Asphalt Cost Price Adjustment $10,000** $10,000 KSP CALC Per CALC **Common price to all bidders 1110 5-04.5 44,900 Planing Bituminous Pavement $ "- $ * KSP SQ YDS Per SY 'Y00 - �,�IOOI7 1120 5-04.5 7 Speed Cushion $ $ KSP EACH Per EA %M, - 1122 5-04.5 1 Raised Crosswalk $ $ KSP EACH Per EA 1135 5-05.5 6 Stamped Cement Concrete $ k �\to $ KSP SQ YDS Pavement Type 1 Per SY tS - 10 0", 1140 8-06.5 240 Cement Concrete Driveway, $ $ KSP SQ YDS 6 Inch Depth Per SY S� 1145 8-14.5 850 Cement Concrete Sidewalk $ $ KSP SQ YDS Per SY * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 8 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1300 - `I�o 1165 8-14.5 94 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Perpendicular A Per EA 11300 — r05-1 q00 1170 8-14.5 46 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Parallel A Per EA 1175 8-14.5 3 8 Cement Concrete Sidewalk $ 213ou " $ KSP EACH Ramp Type Parallel B Per EA 2 13� Y-1 1180 8-14.5 + 5 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Combination Per I A N 1000 1185 8-14.5 -12 Cement Concrete Sidewalk $ 0o $ No — KSP EACH Ramp Type Single Per EA Combination T13to - Z(3 1190 8-14.5 - 0 9 Cement Concrete Sidewalk $ $ (700 KSP EACH Ramp Type Single Direction A Per EA 1200 8-04.5 700 Cement Concrete Rolled Curb $ $1, - $ q-2 fK 00 r KSP LN FT and Gutter Per LF 1205 8-04.5 4,-399 Cement Concrete Curb and $ 31 � $ �'1N(DOn r KSP 4,500 Gutter Per LF LN FT 1 1210 8-04.5 650 Cement Concrete Extruded $ $ KSP LN FT Curb Per LF 36 — � 31 god — 1211 8-04.5 1,200 Pedestrian Curb $ $ KSP LN FT Per LF 2022 Asphalt Overlays/Holcomb 9 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT R 1221 7-05.5 45 Replace Existing Catch Basin $ 1@0 $ KSP EACH Frame and Grate and Adjust Per EA to Finished Grade 1222 7-05.5 1 Replace Existing Catch Basin $ �00 — $ q 00 KSP EACH Rolled Frame and Grate with per EA Rectangular Frame and Grate `M - 1224 7-05.5 10 Replace Existing Catch Basin $ $'— KSP EACH Frame and Grate with ADA Per EA Locking Frame and Grate 1225 7-05.5 50 Replace Existing Manhole $ �1000 $ S01000 KSP EACH Circular Frame and Cover and Per EA Adjust to Finished Grade 1229 7-05.5 4 Replace Existing Manhole $ ll0oo _ $ 'A1600 Rectangular Frame and Cover KSP EACH with Circular Frame and Cover per EA and Adjust to Finished Grade 6ot7 -. 7-6 ( �l uu -- 1230 7-12.5 44 Replace Existing Valve Box $ $ KSP EACH Top Section and Lid Per EA 3 s o 100 1235 7-15.5 2 Adjust Existing Meter Box to $ $ KSP EACH Finished Grade Per EA 3�500= 3Sa0 " 1240 8-12.5 1 Black Vinvl Coated 6' Sinnh- $ KSP EACH Chain Link Gate, In Place (6' Per EA High) 1245 8-13.5 20 Install New Riser for $ 90 r $ tot 000 — KSP EACH Monument's Case and Cover Per EA and Adjust to Finished Grade 1265 8-18.5 67 Remove and Reset Existing $ 50d I $ 'SOU KSP EACH Mailbox Per EA 2022 Asphalt Overlays/Holcomb 10 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. qUANTITY PRICE AMOUNT 1270 8-20.5 10 Adjust Existing Junction Box $ - `loo^ $ 91'000 — KSP EACH to Finished Grade Per EA 1285 8-21.5 3 Remove Existing Sign $ 2to " $ KSP EACH Per EA 1290 8-21.5 8 Relocate Existing Sign $ b 10 - $ 1� IILp0 KSP EACH Per EA 13 q \\ M q 1295 8-21.5 -19 14 Permanent Signing Including $ $ KSP EACH Post and Foundation Per EA 1400 7-04.5 150 Storm Sewer Pipe, 8 Inch $ $ KSP LN FT Diameter Per LF 11 �1600 -- 1405 7-04.5 40 Ductile Iron Storm Sewer - $ $ KSP LN FT Pipe, 8 Inch Diameter Class Per LF 50 1410 7-05.5 2 Catch Basin, Type 1 $ 31bN - $ 1 Oo0 KSP EACH Per EA 1415 7-05.5 1 Catch Basin, Type 1L $ 310oo - $ 3, coo -- KSP EACH Per EA 1420 7-05.5 2 Manhole Circular Frame and $ ll, oo _ $ q-/&00 _ KSP EACH Cover Per EA 1425 7-05.5 1 Vaned Catch Basin Frame and $ 11000 $ KSP EACH Grate Per EA m 2022 Asphalt Overlays/Holcomb 11 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. 2UANTITY PRICE AMOUNT 1430 7-05.5 1 Catch Basin Rectangular $ I1000 " $ (100(9 KSP EACH Frame and Solid Cover Per EA 1435 2-09.5 400 Shoring or Extra Excavation $ S' $ 2-1000 — WSDOT SQ FT Class B Per SF 1�1` 10f9ev— 1500 1-10.5 80 Uniformed Off -Duty Police $ $ * KSP HOURS Officer Per HR ($70.00 Min) - K— C(?/ 5-00 1505 1-10.5 1,300 Traffic Control Labor $ $ * KSP HOURS Per HR 1 n 0 - ( <(00 (9 ` 1510 1-10.5 650 Traffic Control Supervisor $ $ * KSP HOURS Per HR 1520 1-10.5 1 Temporary Traffic Control $ KSP LUMP SUM Devices Per LS 1530 1-10.5 80 Portable Changeable Message $ `11�'— $ -7/ * KSP DAYS Sign (PCMS) Per DAY 1535 1-10.5 100 Sequential Arrow Sign (SAS) $ 5 � — $ S� S 00 * KSP DAYS Per DAY 1540 1-10.5(2) 500 Construction Signs Class A $ 30 — $ I S� 000 — * WSDOT SQ FT Per SF The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 12 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1545 8-23.5 1 Temporary Pavement Marking $ 171 $ alcoo — * KSP LUMP SUM - Short Duration Per LS 1560 8-10.5 2-529 Traffic Pylon $ $ KSP EACH Per EA 700 � — 1580 8-09.5 2-21 27 Raised Pavement Marker $ $ D 1100 * WSDOT HUNDRED Type 2 Per HUND 0' 1;( g11-70 — 1585 8-22.5 26,200 White Edge Line Paint Stripe $ $ * KSP LN FT Per LF 1.50 'Lq� 1590 8-22.5 230 Painted Wide Line $ $ * WSDOT LN FT Per LF CD'S� 1595 8-22.5 17,400 Double Yellow Centerline Paint $ $ * KSP LN FT Stripe Per LF 1 — IKoo 1600 8-22.5 200 Profiled Plastic Wide Line $ $ WSDOT LN FT Per LF q 1615 8-22.5 1,100 Plastic Crosswalk Line $ $ WSDOT SQ FT Per SF 1625 8-22.5 800 Plastic Stop Line $ 1� — $ Too KSP LN FT (24 Inch Wide) Per LF The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 13 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1630 8-22.5 10 Plastic Traffic Arrow $ Vt $ I120' * WSDOT EACH Per EA I 1655 8-22.5 -71 Plastic Bike Lane Symbol with $ _W0 KSP EACH Arrow Per EA 1660 8-04.5 5,000 Painting Traffic Curb $ J ''50 KSP LN FT Per LF 1— 1670 8-22.5 4,500 Plastic Double Yellow $ $ KSP LN FT Centerline Per LF 1675 8-22.5 3,000 Profiled Plastic Double Yellow $ 1 $ Z�1 f ac70 KSP LN FT Centerline Per LF 1680 8-22.5 15,500 Single Solid Plastic Edge Line $ $ KSP LN FT Per LF 1700 8-20.5 -14 20 6 Foot Diameter Traffic Loop $ W r $ I * KSP EACH Per EA 1705 8-20.5 398 600 Additional Lead -In Wire $ A — $ 1%Aoo �t KSP LN FT Per LF 1710 8-20.5 -12 Installation and Connections - $ ?—I $ S%d KSP EACH City Owned Video Detection Per EA Camera The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 14 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. qUANTITY PRICE AMOUNT 1715 8-20.5 1 Pedestrian Push Button $ V�f060 $ 1 00 0 KSP LUMP SUM System Complete with Posts Per LS 1720 8-20.5 2 Concrete Foundation with $ 17p0 r $ �'fLA00 KSP EACH Pelco Anchor Bolt Cage Per EA 1730 8-20.5 4 Junction Box, Type 1 $ 11000 — $ 000 — KSP EACH Per EA 1735 8-20.5 1 Remove and Replace Type 1 $ loon — $ 11607 KSP EACH Junction Box Per EA 1740 8-20.5 100 Conduit Pipe 2 Inch Diameter $ 2% — $ 2gp(7— r KSP LN FT Schedule 80 PVC Per LF 1750 8-20.5 10 Sand for Conduit Bedding $ 65— $ GO KSP TONS Per TON 1800 8-01.5(2) 120 Inlet Protection $ -(�— $ g1000_ * KSP EACH Per EA 1805 8-01.5(2) 2,000 Wattle $ 1 r $ �1000' WSDOT LN FT Per LF 1810 8-01.5(2) 80 ESC Lead $ 10 — $ f00 — * KSPs HOURS Per HR The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 15 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6 .- 1815 8-01.5 80 Street Cleaning $ $ �21000 * WSDOT HOURS Per HR 1820 8-01.5(2) 160 Filter Fabric Fence $ KSP LN FT Per LF 1825 WSDOT 160 Compost Sock $ q — $ ,-Luo 8-01.5(2) LN FT Per LF 1827 8-02.5 1 Landscape Restoration $5,000** $5,000 KSP FORCE Per FA ACCOUNT **Common price to all bidders 1830 8-02.5 100 Seeding and Fertilizing by $ $ WSDOT SQ YDS Hand Per SY 1835 8-02.5 250 Topsoil Type A $ kq,�- $ KSP CU YDS Per CY 1840 8-02.5 40 Wood Chip Mulch $ k'L $ �f cd0— KSP CU YDS Per CY 1845 8-03.5 1 Existing Irrigation Systems $2,000** $2,000 KSP FORCE Repair and/or Modifications Per FA ACCOUNT **Common price to all bidders 1850 8-01.5 1 Erosion/Water Pollution $1,500** $1,500 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders 1855 1-07.15(i) 1 SPCC Plan $ toff $ �I�Q00 WSDOT LUMP SUM Per LF 2022 Asphalt Overlays/Holcomb 16 April 19, 2022 Project Number: 22-3001.1 SCHEDULE I - SOLID WASTE ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1900 1-04.4(1) 1 Minor Changes WSDOT CALC **Common Drice to all bidders Schedule I Total $ $10,000** $10,000 Per CALC 41 3,.)4&J j B.1 2022 Asphalt Overlays/Holcomb 17 April 19, 2022 Project Number: 22-3001.1 SCHEDULE T SGI rr, WASTE II - B&O ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT OLV- 2000 1-09.7 1 Mobilization $ '/ I $ WSDOT LUMP SUM Per LS 2010 * 2-02.5 KSP 100 SQ YDS Remove Existing Asphalt Concrete Pavement $ u - $ 2 - Per SY 2040 8-09.5 1 Removal of Raised Pavement $ � $ 9�L'- Markers and Painted and/or KSP LUMP SUM Thermoplastic Traffic per LS Markings 2050 2-02.5 500 Saw Cut Existing Asphalt $ $� * KSP LN FT Concrete Pavement Per LF 2055 2-03.5 770 Roadway Excavation, * WSDOT CU YDS Incl. Haul 2065 2-03.5 70 * WSDOT CU YDS 2075 4-03.5 1,100 * KSP TONS 2080 4-04.5 1,160 * KSP TONS Unsuitable Foundation Excavation Incl. Haul $W- $ Per CY $ 5v - $ Per CY Gravel Borrow, Including Haul $ '�5- and Compaction Per TON Crushed Surfacing Top $ i - Course, 5/8 Inch Minus Per TON 1 2095 5-04.5 800 HMA Class 1/2", PG 58V-22 $ MI5 $ 1 ,J0, Cam' * KSP TONS Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 18 April 19, 2022 Project Number: 22-3001.1 SCHEDULE' SOLID WASTE II - B&O ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2100 5-04.5 400 HMA for Full Width Overlay $ t lo- $ An �p- * KSP TONS Class 1/2", PG 58V-22 Per TON 2105 5-04.5 1 Asphalt Cost Price Adjustment $5,000** $5,000 KSP CALC Per CALC **Common price to all bidders 2110 5-04.5 2,200 Planing Bituminous Pavement $ �j�' $ r egup- * KSP SQ YDS Per SY 2500 1-10.5 30 Uniformed Off -Duty Police $ L$5- $ +0 <L7) - * KSP HOURS Officer Per HR ($70.00 Min) 2505 1-10.5 100 Traffic Control Labor $ ZS - $ 75M * KSP HOURS Per HR 2510 1-10.5 50 Traffic Control Supervisor $ Ioo " $ 5mo - * KSP HOURS Per HR 2520 1-10.5 1 Temporary Traffic Control $ 5zw- $ 6vcD— KSP LUMP SUM Devices Per LS 2530 1-10.5 40 Portable Changeable Message $ 15 - $ '?J 7- * KSP DAYS Sign (PCMS) Per DAY 2535 1-10.5 10 Sequential Arrow Sign (SAS) $ 55 - $ * KSP DAYS Per DAY * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 19 April 19, 2022 Project Number: 22-3001.1 SCHEDULE 1 SOLID WASTE II — B&O ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2540 1-10.5(2) 100 Construction Signs Class A $ 01j0.. $ � — WSDOT SQ FT Per SF 2580 2590 8-09.5 -;� 2.8 Raised Pavement Marker WSDOT HUNDRED Type 2 8-22.5 250 Painted Wide Line WSDOT LN FT $ -'cx0 r $ Per HUND $ l . 30 $ Per LF 2595 8-22.5 3,550 TWLTL Paint Line $ 1 . (0 $ KSP 2,550 Per LF LN FT 2600 8-22.5 1—,3.59 700 Double Yellow Centerline Paint $ 0.55 $ 3 ' * KSP LN FT Stripe Per LF 2630 8-22.5 10 Plastic Traffic Arrow $ ;.1 1-- $ y17,p * WSDOT EACH Per EA 2640 8-22.5 4,050 Painted Bike Lane Line $ k • to $S- KSP LN FT Per LF 2700 8-20.5 6 6 Foot Diameter Traffic Loop $ ��� $ * KSP EACH Per EA 2705 8-20.5 200 Additional Lead -In Wire $ 1' $ �c KSP LN FT Per LF The description of this bid item is identical to a bid item(s) found in more than one schedule. * In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 20 April 19, 2022 Project Number: 22-3001.1 SCHEDULE II - B&O ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2800 8-01.5(2) 30 Inlet Protection $ -75 $ 2250 - * KSP EACH Per EA 2810 8-01.5(2) 10 * KSPs HOURS 2815 8-01.5 10 * WSDOT HOURS 2820 8-01.5 1 WSDOT FORCE ACCOUNT 2900 1-04.4(1) 1 WSDOT CALC ESC Lead $ to " $ too - Per HR Street Cleaning $ l Z90 - $ Per HR Erosion/Water Pollution $1,500** $1,500 Control Per FA **Common price to all bidders Minor Changes $5,000** $5,000 Per CALC **Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule II Total $ 2022 Asphalt Overlays/Holcomb 21 April 19, 2022 Project Number: 22-3001.1 SCHEDULE III - RUSSELL ROAD ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3000 1-09.7 1 Mobilization $ 1`5T�'-� $ WSDOT LUMP SUM Per LE 3055 2-03.5 50 Roadway Excavation, $ L9-5" $ 3;2,5L-- * WSDOT CU YDS Incl. Haul Per CY 3065 2-03.5 10 Unsuitable Foundation $ $ '5M * WSDOT CU YDS Excavation Incl. Haul Per CY 3075 4-03.5 50 Gravel Borrow, Including Haul $ 9j'5-' $ 1- 50 , * KSP TONS and Compaction Per TON 3080 4-04.5 800 Crushed Surfacing Top $ T" - $ 32poo- * KSP TONS Course, 5/8 Inch Minus Per TON 3090 5-02.5 4,350 Chip Seal $ << $ gv- * KSP SQ YDS Per SY 1 3092 5-02.5 4,350 Asphalt for Fog Seal $ k - $ 'b' * KSP SQ YDS Per SY 3094 5-03.5 1 Crack Sealing $ Mtcxv $ KSP LUMP SUM Per LS ` 3095 5-04.5 100 HMA Class 1/2", PG 58V-22 $ 115- $ * KSP TONS Per TON * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 2022 Asphalt Overlays/Holcomb 22 April 21, 2022 Project Number: 22-3001.1 SCHEDULE III - RUSSELL ROAD ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3505 1-10.5 50 Traffic Control Labor $ 75 $- * KSP HOURS Per HR 3510 1-10.5 20 Traffic Control Supervisor $ 1 00- $�- * KSP HOURS Per HR 3520 1-10.5 1 Temporary Traffic Control $ 057-w- $ KSP LUMP SUM Devices Per LS 3585 8-22.5 3,700 White Edge Line Paint Stripe $ 0 0;55 $ * KSP LN FT Per LF 3810 8-01.5(2) 50 ESC Lead $ LO $- * KSPs HOURS Per HR 3815 8-01:5 20 Street Cleaning $ 5V" $ ?PDO - * WSDOT HOURS Per HR 3820 8-01.5 1 Erosion/Water Pollution $1,500** $1,500 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders 3900 1-04.4(1) 1 Minor Changes $5,000** $5,000 WSDOT CALC Per CALC **Common price to all bidders * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule III Total 2022 Asphalt Overlays/Holcomb 23 Project Number: 22-3001.1 BID SUMMARY Schedule I �+2� 1� 43 -1 Solid Waste 455 Schedule II +2ag, B&o Schedule III -�45 - ram' Russell Road AMOUNT TOTAL BID 2022 Asphalt Overlays/Holcomb 24 April 11, 2022 Project Number: 22-3001.1 SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder: t okc5'dL J1_,A bs /y, -e J Inc Project Name: 2022 Asphalt Overlays Project Number: 22-3001.1 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: - Plumbing Subcontractor Name: N Electrical Subcontractor Name: Signature of Bidder Date r L 17 - f. `f l (. 2022 Asphalt Overlays/Holcomb 25 April 11, 2022 Project Number: 22-3001.1 SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: Let 6 �d,1' fS —I Project Name: 2022 Asphalt Overlays _ Project Number: 22-3001.1 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 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: Signature of Bidder Date y-26- 7077 2022 Asphalt Overlays/Holcomb 26 April 11, 2022 Project Number: 22-3001.1 CONTRACTOR'S QUALIIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. 2022 Asphalt Overlays/Holcomb 27 April 11, 2022 Project Number: 22-3001.1 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON -RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: LAke5r)1 -Tot, NAME: Sh I,vo (dJ ? ADDRESS: ofbIP Maete Wle cC�C sc .rr SC— ,,rii/4 �yB PRINCIPAL OFFICE: tAlk l"c ADDRESS: A) bk 701 PHONE: �'17 (-- 1 �-7166 FAX: y2 313 2471 STATUTORY REQUIREMENTS - Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries" certificate of registration in compliance with chapter 18.27 RCW. #kfChWAI tot 1.2 Provide your current state unified business identifier nurober. Rk 4 Wt4 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. 47t k4 ^ (10- 4 Z 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 2022 Asphalt Overlays/Holcomb 28 April 11, 2022 Project Number: 22-3001.1 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). A yliC4m-al # 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. t44`�I(h Y"tAf # y 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 39.12 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. Rhck smt, '-# 2 SUPPLEMENTAL CRITERIA - Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? SZ yes 2.2 How many years has your organization been in business under its present business name? I'1 y tors 2.2.1 Under what other or former names has your organization operated? tolle(j'dt J X_f t -;r f 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 67-#I- Jdpf 2.3.2 State of incorporation: wA- 2.3.3 President's name: 1d1oki I Love 2.3.4 Vice-president's name(s): S4i a+e Gtt 2.3.5 Secretary's name: 2.3.6 Treasurer's name: �°`�If°°� S�vi 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 29 IIJIA April 11, 2022 2022 Asphalt Overlays/Holcomb Project Number: 22-3001.1 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 qualified to do business, and indicate license numbers, if applicable. WA- - Ge✓ltrA ( LWh-AchIrl - - AN4 r"/- 2 3.2 List jurisdictions in which your organization's partnership or trade name is filed. p 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. A,phuf*f fuvio y / P**,c (64W 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? AJ 0 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? p 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? A) 0 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.) W 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. AffAA wot #-r 4.4.1 State total worth of work in progress and under contract: Sb „%.)I.'MA 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. fq+1GthlVVt44 *} b 4.5.1 State average annual amount of construction work performed during the past five years: tbU yM11 14 V1 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. 2022 Asphalt Overlays/Holcomb 30 April 11, 2022 Project Number: 22-3001.1 S. 6. REFERENCES 5.1 Trade References: 5.2 Bank References: 5.3 Surety: Jgy-k4 WA # ? It tf 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: FINANCING Ti-overrrt 6.3-VW I f y &-J f .Ale/J 10 p,V14tf S w4•11, c,,I- Fee A -77 �3 112 A AVE E 13, 1(u vc / wA JP6 Ll 6.1 Financial Statement. P-Nva�cl[y k1d - Alvk After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent - subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 2022 Asphalt Overlays/Holcomb 31 April 11, 2022 Project Number: 22-3001.1 7. SIGNATURE 7.1 Dated at this 2`� day of �P�, 2022. Name of Organization: _ Z4L� ' _r.),S4-etj _L . By: Title: 7,2-S&A—UA1 &--46 •� , 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}�.�� , 2022. Notary Public: r,\,3/n My Commission Exti_ra : 0!5- `/� •off/ 2022 Asphalt Overlays/Holcomb 32 April 11, 2022 Project Number: 22-3001.1 4/4122, 9:42 AM LAKESIDE INDUSTRIES INC Labor & Industries (httns:l/InLwa.ggy) Contractors LAKESIDE INDUSTRIES INC A f 4(A 94-10 f Owner ortra_d_s_s_penon LEE, MICHAEL JAMES PO BOX 7016 Principals ISSAQUAH, WA 98027-7016 425-313-2600 LEE, MICHAEL JAMES, PRESIDENT KING KING County WOOLSTON, DAX EDWARD, TREASURER LEE, SHARON MARIE, CHIEF EXECUTIVE OFFICER LEE, MAUREEN THERESE, CHIEF EXECUTIVE OFFICER OSTERHAUS, MARY PATRICIA, CHIEF EXECUTIVE OFFICER LEE, RHOADY ROBERT, CHIEF EXECUTIVE OFFICER LEE, TIMOTHY GEORGE, CHIEF EXECUTIVE OFFICER DARNELL, LARRY, TREASURER (End: 0611712008) LEE, JEANNE M, VICE PRESIDENT (End: 06122/2012) WAGGONER, HENRY R, SECRETARY (End: 07/02/2018) WHITE, JOHN C, AGENT (End: 07/0212018) LEE, R R SR, PARTNER (End: 1112712007) STUTGIS, ROBERT E, PARTNER (End: 11 /2712007) WA UBI No. Business type 601 108 847 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no, LAKESI.274JD Effective — expiration 04104/1973-- 0713112072 Bond TRAVELERS CAS & SURETY CO $12,000.00 Bond account no. 105116927 Received by L&I Effective date OW1712008 07/01/2008 Expiration date Until Canceled httpsJ/secure.Ini.wa.govtverifylDetail.aspx7UB1=601106847&LIC=LAKESI'274JD&SAW= 1/3 4/4/22, 9:42 AM LAKESIDE INDUSTRIES INC Insurance Zurich American Ins Co $2,000,000.00 Polley no. GL0043012501 Received by L&I 0512812021 Effective date 06/0112021 Expiration date 06/0112022 Insurance history savings iVo sariings accounts during the previous 6 year period. lawsuits ag*Inat the bond or_aavin0s Na iawsuiln agains4 [lie bond nr savings accounts during the previous 6 year period. L&I Tax debts TVWoYil,Ytax tle�ts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Wci'kensv iilulallons during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No scfive ceitllflcalEons exist for thlS business. Apprentice Train IpA� nt I�eglstsredtrelning agent. eck their eligible programs and occupations Workers' Comp Do you know If the business has employees? If so, verify the business Is up-to-date on workers' comp premiums. L&I Account ID Self Insured. 700 227'-0t1 This business Is certifled to cover Its own _.. s workers' comp costa. No premiums due. Doing business as LAKESIDE INDUSTRIES INC Estimated workers reported NIA L&I account contact - Email: QInl.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Requirad Training_=Effective July 1_, 2019 Exempt $om fKis requirement. Contractor Strikes f& etrikeshave been issued against this contractor. Contractors not allowed to bid No dek;amr ?e is have 6een fasued against this contractor. Workplace Safety & Health J Check for any past safety and health violations found on Jobsites this business was responsible for. Inspection results date 09108/2017 Violations Inspection no. 317946123 Location 8705 No 117th Ave Vancouver, WA 98662-3247 Inspection results date 03/1312017 No violations Inspection no. https:/Isecure.Ini.wa.gov/verify/Detail.aspx?UBI=601106S47&LIC=LAKESI*274JD&SAW= 213 414/22, 9:42 AM 317944021 LAKESIDE INDUSTRIES INC Location 500 Tehnant Way Longview, WA 98632-2449 https:llsecure.ini.wa.gov/verify/Detail.aspx?UBI=601106847&LIC=LAKESI*274JD&SAW= 3/3 Department of Labor and Industries PO Box 44450 Olympia, WA 98504-4450 LAKESIDE INDUSTRIES INC Reg: CC LAKESI*274JD UBI: 601-106-847 Registered as provided by Law as: Construction Contractor (CC01) - GENERAL 145 LAKESIDE INDUSTRIES INC Effective Date: 414/1973 PO BOX 7016 Expiration Date: 7/31/2022 ISSAQUAH WA 980277016 4/4122, 9:50 AM LAKESIDE INDUSTRIES INC #�f � etj'i � It- Z- 1,t7i srATE OF WASHINGTON Department of Labor & Industries Certificate of Workers' Compensation Coverage WA UBI No. L&I Account ID Legal Business Name Doing Business As Workers' Comp Premium Status: Estimated Workers Reported (See Description Below) Account Representative Licensed Contractor? License No. License Expiration April 4, 2022 601 106 847 700,227-00 LAKESIDE INDUSTRIES INC LAKESIDE INDUSTRIES INC Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. N/A Employer Services Help Line, (360) 902-4817 Yes LAKESI*274JD 07/31 /2022 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See ttcw 5 i . 1 2.o�u and 5 1. 16. i 90). https://secure.ini.wa.gov/verify/Detai Is/lie biIityCertificate.aspx?UBI=601106847&LI C= LAKES I*274JD&VI0=&SAW=faise&ACCT=70022700 1/1 LLAKESIDE INDUSTRIES Attachment #3 2022 Asphalt Overlays Project # 22-3001.1 City of Kent Kent Division 28610 Maple Valley — Black Diamond Road SE Suite 140 Maple Valley, WA 98038 Ph.206.343.7375/lakesideindustries.com Lakeside Industries Inc., Including any subsidiary companies or affiliated companies under majority ownership or under the control by the owners of the bidder's company, are not and have not been in the past 3 years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). Shaun White Project Manager LAKESIDE INDUSTRIES Attachment #4 2022 Asphalt Overlays Project # 22-3001.1 City of Kent Kent Division 28610 Maple Valley— Black Diamond Road SE Suite 140 Maple Valley, WA 98038 Ph.206.343.737-5/lakesideindustries.com Within the 3 Year period immediately preceding the bid solicitation date, Lakeside Industries Inc. has not been a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48 or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgement entered by a court of limited or general jurisdiction. Shaun White Project Manager Project Project Description Customer Name Contract Amount % Complete 1219034 Plat 2A Goodfellow Bros Inc - WA 781,698 80 1220028 Emerald Gateway Phase 1-Prologis JR Hayes & Sons Inc 1,161,407 90 1221003 Weatherly Inn Accrete Construction LLC 179,677 42 1221018 S 212th Street Preservation City of Kent Street Dept 1,885,000 81 1221022 2021 Countywide Pavement Preservation King County Road Services Divisior 4,603,489 78 1221024 Rapid Ride H-Line Bus Rapid Transit Impro Walsh Const Co II -The Walsh Grou 1,449,800 10 1221025 FWLE - Mark Twain ES KLB Construction Inc 141,160 27 1221027 Plat D Ten Trails Ph 2 CCD Black Diamond Partners LLC 672,923 36 1221030 1-405 Renton to Bellevue Toll Lanes 1-405 Paving Partners 24,993,001 1 1221031 Le Cordon Blau Accurate Enterprises Inc 118,246 59 1221033 AA #109119022 Renton AA Asphalting Inc 226,986 0 1221035 SR 18 Covington Connector Goodfellow Bros Inc - WA 555,675 3 1221036 Lake Sawyer Rd SE Goodfellow Bros Inc - WA 282,399 29 1222003 Olympic View K-8 School Forma Construction Co 565,000 0 1222004 W Valley Hwy (Strander Blvd to 1-405) Road Const Northwest 78,625 0 1222005 Sky Horse Pacific Civil & Infrastructure Inc 229,816 0 1222007 #109131304 - 10504 SE 236th St Kent AA Asphalting Inc 83,006 1 f�e,&640� -4 6 Year of Actu Job Description Customer Name 2018 1216025 Southwest Suburban Sewer Pease & Sons Inc 139,298 1216027 2016 King County Overlay King County Road Servic, 2,423,416 1217022 SR 169 - WSDOT 9071 WSDOT-OLYMPIA 2,895,014 1217027 Harrington Ave NE Green C(DPK Inc 62,717 1217031 Sidewalk Rehab/Rep & St O RW Scott Construction C. 122,112 1218017 - Torguson Park Pump Track Rodarte Construction Inc 18,700 1218018 C4 Tap & Transmission Maii Titan Earthwork LLC 49,140 1218030 Kentridge HS Tennis AA Asphalting Inc 83,000 1218033 Lakeridge MS Track & Field Premier Field Developme 187,265 1218035 - AC Water Main Replacemer Kar-Vel Const Inc 113,000 1218037 405/167 Interchange CB Dr KLB Construction Inc 20,000 1218038 SE 256th St Realignment Reed Trucking & Excavat 50,445 2019 1217034 _ A St SE & 37th St SE Traffic Road Const Northwest 76,688 1218029 - 2018 Street Overlay, Military RW Scott Construction C, 378,323 1218032 - 2018 Citywide Pavement Pa City of Auburn 2,370,332 1218034 Manhattan View & Normand Rodarte Construction Inc 216,250 1218036 2018 Street Patch & Overlay Gary Merlino Const Co In 521,820 1218040 - KSD Transportation Expansi Titan Earthwork LLC 273,942 1219006 West Sitcum Stormwater Tr(Frank Coluccio Const Co 118,500 1219015 Summit Park & Ballfields Terra Dynamics Inc 127,166 1219017 Russell Road S / S 196th St City of Kent Street Dept 880,360 1219018 2019 Airport Improvement P Scarsella Bros Inc 529,075 2020 1217001 1-405 / SR 167 Interchange I Guy F Atkinson Constr 5,241,023 1219021 - Tukwila Justice Center BNBuilders Inc 451,314 1219030 2019 Local St Reconstructio Rodarte Construction Inc 440,977 1219037 Grady Way Ramp Repairs-F City of Renton 192,480 1220006 Tukwila Fire Station #51 SCI Infrastructure LLC 62,135 1220007 15 Steilacoom-DuPont Road Guy F Atkinson Constr 3,350 1220012 2020 Local Street Recontruc City of Auburn 799,009 1220014 Sounder Maintenance of WE Stacy and Witbeck, Inc. 11,250 1220018 1-90 Stampede Pass I/C EB CODGraham Contracting 73,289 1220024 S 192nd St Sanitary Sewer i Scarsella Bros Inc 17,400 1220025 - King County-162nd Ave SE Marshbank Construction 1 47,851 1220026 Big Rock Park Site B Phase Becker Blacktop LLC 33,705 2021 1217028 SEATAC-International ArrivE Clark Construction Group 1,748,504 1219011 Mirror Lake Elementary Sch(Forma Construction Co 400,000 1219012 Lake Grove Elementary Sch Forma Construction Co 285,000 1219013 Wildwood Elementary Schoc Forma Construction Co 396,448 1219016 S 228th St UP RR Grade Se Scarsella Bros Inc 413,550 1219029 Highline High School Skanska USA Inc 971,994 1220015 Witte Road Improvements P Pivetta Bros Const 94,620 1220016 2020 Arterial Street Preservi Road Const Northwest 220,436 1220023 Lea Hill AC Water Main Rep Rodarte Construction Inc 156,384 1220029 S 200th St Shared Use Path Ceccanti Inc 101,470 1221001 - SW 356th Street Preservatic City of Federal Way 940,089 1221002 SR 203 N. of Harris Creek- (Goodfellow Bros Inc - WA 40,000 2022 1221013 - Hunt MS Athletic Field Repk Terra Dynamics Inc 167,383 1221015 - Midway Basin 20 Siphon Award Construction Inc 8,400 1221017 - ERC TRAIL 405 Paving Part 1-405 Paving Partners 281,500 1221020 - Witte Rd Se Phase 3 N. Imp Ceccanti Inc 222,778 1221021 - BB 2019 AC Water Main Re Becker Blacktop LLC 277,250 1221026 Renton HS Parking Lot Upgi Road Const Northwest 31,973 1221028 2021 Asphalt Overlays- City ICON Materials 145 1221029 - SE 263rd PI & Fiesta Land F Covington Water District 90,350 1221039 - Downtown Alleyway Paving City of Des Moines 49,022 1221019 _ SR 164, Pussyfoot Creek Fi! Rodarte Construction Inc 102,149 1222002 - Timberlane Street Restoratic Covington Water District 65,451 LLAKESIDE INDUSTRIES Attachment #7 2022 Asphalt Overlays Project # 22-3001.1 City of Kent Craig Nickel Operations Manager 27 Years Experience Shaun White Project Manager Pat Tavenner Superintendent John Ussery Paving Foreman Shaun White Project Manager 17 Years Experience 32 Years Experience b Years Experience Kent Division 28610 Maple Valley — Black Diamond Road SE Suite 140 Maple Valley, WA 98038 Ph.206.343.7375/lakesideindustries.com 'ALILAKESIDE P.O. Box 7016/k..aq=, .WA SOW INDUSTRIES ph: 426A182600 / Wkaa7dd�d�nktMe.cwn LAKESIDE CREDIT REFERENCES The following Information Is being given In consideration of granting 1AK5IDE INDUSMES INC. credit. Lakeside Industries Inc is an asphalt paving contractor and operates asphalt manufacturing plants, rock crushers, and related construction equipment. The main office Is located In Issaquah, Washington. Our mailing address Is P.O. Box 7016, Issaquah, WA 98027. The company dues business In many areas throughout Washington, Idaho, and northern Oregon, often using a divisional office. Invoices must reference the divisional office the order was placed. For the most effkdent processing, PLEASE SEND YOUR INVOICES TO THE ISSAQUAH MAIN OFFICE AT THE ADDRESS LISTED ABOVE OR ELECTRONICALLY TO API@LAKESIDEINDUSTRIES.COM. Monthly sMtemerts, account credits, or account reconciliation questions should also be directed to the accounts payable department at our MAIN OFFICE In Issaquah. Federal Employer ID 4 91-0751657 Washington State UBI q 601206 $47 OUR OFFICERS ARE: TIMOTHY LEE MICHAEL LEE DAX WOOLSTON CEO PRESIDENT SECRETARY/'TREASURER/CFO Lakeside Industries Inc. uses the following bank: WELLS FARGO BANK ANTONIO MASON 425450-8054 UNSECURED LINE- HIGH 7 FIGURE D&B rating is SA-1 (annual volume In excess of $100,DW,000.00). DUNS 6 05-835-2022 A partial list of vendors with whom we have as much as $1,000,000.00 credit available: CADMAN GRAVEL KARI KEATON 42S-961-7349 CALPORTLAND LE:SLIE KEARNEY 626-852-6260 U.S. OIL & REFINING CO CARMEN MONTERO 253.383.1651 N.C. MACHINERY DENISE KINKER 425-251-3259 WESTERN PETERBILT CHRIS RILEY 206-957-4169 BICKFORD MOTORS MEGHAN KENDALL 425-334-4054 We appreciate your consideration and support In our mutual relationship. Sincerely, :]X;W?:0;oIston CFO An aqW oppW"y employer/ 1NA. ST. CONT. REG. NO. LAKESIDE-274JD A OR. ST. CONT. REG, NO. VA 1OW2 EQ# EQ Descrip Division EQ Categor VIN 11070 2012 Ford 1120 - Kent TRK-PU 1FTFX1CF8CKD33261 11107 2018 Ford 1120 - Kent TRK-PU 1FTEX1C55JKE38100 11121 2020 Ford 1120 - Kent TRK-PU 1FTEX1C52LKE65533 11405 1999 Ford 1120 - Kent TRK-PU 1FTNX20F6XEA10465 11453 2008 Ford 1120 - Kent TRK-PU 1FTSW2OR88EA62908 12443 2017 Ford 1120 - Kent TRK-FLAT 1FDTF4GTOHDA04763 12467 2016 Ford 1120 - Kent TRK-FLAG 1FDRF3GT8GEB86807 12468 2016 Ford 1120 - Kent TRK-FLAG 1FD8X3GT9GEB86811 12471 2018 Ford 1120 - Kent TRK-FLAG 1FD8X3GT2JEB40440 12539 2012 Ford 1120 - Kent TRK-TOOL 1FD9W4GT2CEB42429 12547 2015 Ford 1120 - Kent TRK-TOOL 1FDTF4GTOFEC81789 13032 2006 Peter 120 - Kent TRK-DIST 2NPLHD8X56M632222 14105 1995 Sturd 120 - Kent TLR-SMAL 1S9CA3102SL189705 17309 2006 Kettlf 120 - Kent TLR-SMAL SGS180120 17327 2008 Olym 120 - Kent TLR-ROLL 1C9TF20258T997123 17342 2011 Olym 120 - Kent TLR-ROLL 1C9TF2025BT997341 17364 2016 Olym 120 - Kent TLR-ROLL 1C9TF2029GT997351 17386 2018 Olym 120 - Kent TLR-SMAL 1C9UF1012JT997009 17387 2018 Olym 120 - Kent TLR-ROLL 1C9TF2028JT997008 17399 2020 Alum 120 - Kent TLR-SMAL 1YGUS0613LB210291 18022 2015 Ford 1120 - Kent TRK-DMPSI 1FDUF4GT1FEC81787 18036 2019 Ford 1120 - Kent TRK-DMPSI 1FDUF5GTOKDA01704 20065 1998 Peter 120 - Kent TRK-DMPO 1NPFXROX5WD464984 20075 2007 Peter 120 - Kent TRK-DMPO 1NPFLBOX47D662007 20201 2007 Peter 120 - Kent TRK-DMPO 1NPFLBOXX7N736766 20212 2009 Peter 120 - Kent TRK-DMPO 1NPTL4EX39D777014 20218 2014 Peter 120 - Kent TRK-DMPSI 1NPSLPEX6ED230830 20219 2014 Peter 120 - Kent TRK-DMPSI 1NPSLPEX8ED230831 20220 2015 Peter 120 - Kent TRK-DMPO 1NPTL4EX4FD275687 20256 2018 Peter 120 - Kent TRK-DMPSI 1NPSLPEXOJD458350 20259 2019 Peter 120 - Kent TRK-DMPO 1NPTLPEX2KD497026 20386 1995 Peter 120 - Kent TRK-WTR 1XPFLR9X2SD355896 20410 1999 Peter 120 - Kent TRK-WTRO 1NPFLR9X8XD510517 20418 2007 Peter 120 - Kent TRK-DMPX 1NPFLBOX27D662006 20434 2016 Peter 120 - Kent TRK-DMPX 1NPTL4EX1GD367826 20448 2019 Peter 120 - Kent TRK-DMPX 1NPTLPEX9KD497024 21013 2018 Peter 120 - Kent TRK-TCTR 1XPTPPDXOJD464624 22022 2017 TK111120 - Kent TLR-LOW 1TKJO5334HM044118 23033 2003 Tk T5 120 - Kent TLR-TILT 1TKC034453MO12761 23036 2004 Tkt5C 120 - Kent TLR-TILT 1TKCO28394MO16020 23039 2006 Tkt5C 120 - Kent TLR-TILT 1TKC034386MO35320 23077 2018 Trailk 120 - Kent TLR-TILT 1TKC04249JM026619 23081 2020 Trailk 120 - Kent TLR-TILT 1TKC04249LM064984 26437 2004 Reliar 120 - Kent TLR-XFR 5REFA64854SO44358 26442 2006 Reliar 120 - Kent TLR-XFR 5REFA648X6SO65158 26458 2016 Colur 120 - Kent TLR-XFR 1B9GF1735GC003124 A � 0,(O� qq-- � Lakeside Industries. Inc. AUTHORIZED SIGNATURES -COVINGTON Division - List the name and title of those individuals In your organization who are authorized to execute proposals, contracts, bonds and other documents and/or instruments on behalf of the organization. Specify If more than one signature is required. Note: Signature must appear next to name. NAME I SIGNATURE NICKEL, CRAIG WHITE, SHAUN TITLE OPERATIONS MANAGER PROJECT MANAGER The undersigned, being duly sworn, deposes and says that the foregoing is a true statement of facts concerning the individual, corporation, co -partnership or Joint venture herein named, as of the date Indicated: LAKESIDE INDUSTRIES, INC. (Name of Firm � be eracs) Sworn to before me P ' day of A 11rc.0 zo 2-Z VAO) kY4�L' Notary W11c %! aa+d: grrmGur+rfall �! 02/03/22 Authorized Signers 120 Covington BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified This statement is required 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 (April 26, 2022), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). /cc4, _. r✓�✓obo Ire. Bidder's Business Name Signature of Authorized Official* Printed Name fa `e d- yg44 ev Tit y-?k Zee M k V ,1 �� W Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co -partnership, proposal must be executed by a partner. 2022 Asphalt Overlays/Holcomb 33 April 11, 2022 Project Number: 22-3001.1 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (April 26, 2022), 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. Bidder's Business Name Signature of Authorized Official* ,A&Y A 141 t Printed Name Title Date City / State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co -partnership, proposal must be executed by a partner. 2022 Asphalt Overlays/Holcomb 34 April 11, 2022 Project Number: 22-3001.1 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 one hundred thirty (130) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s I , 21 , 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: tyAeflA NAME OF BIDDER Signature of Authorized Representative AWO P417tt / I P� (Print Name and Title) /b A Xt VR L1 1- II t k POk� .S,.d el. SF Address 2022 Asphalt Overlays/Holcomb 35 April 11, 2022 Project Number: 22-3001.1 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Lakeside Industries, Inc. , as Principal, and Travelers Casualty and Surety Company of America , as Surety, are held and firmly Five Percent (5%) of the bound unto the CITY OF KENT, as Obligee, in the penal sum of Total Amount Bid ---- Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for 2022 Asphalt Overlays/Project Number: 22-3001.1 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 26th ���1�4llllflllf!!h! 41" X� a 4, z ` HARTFORD. Ate•` CONN,Ile 103 Received return of deposit in the sum of $ DAY OF April 2022. Lakeside Industries, Inc. PRINCIPAL Travelers Casualty and Surety Company of America SURETY Susan B. Larson, Attorney -in -Fact 20 2022 Asphalt Overlays/Holcomb 36 April 11, 2022 Project Number: 22-3001.1 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Susan B. Larson of BELLEVUE , Washington , their true and lawful Attorneys) -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed bylaw. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21 st day of April, 2021. 6Cy �� H1JiTFORD,NN. � CY�lOIpR COs � ![K ag � 1 bf �� �� State of Connecticut By: City of Hartford ss. Robert L. RanoyL.Senjor Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing an behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2026 • a• °g r'„A. Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 26th day of April , 2022 �ygx°'tt► d 0r Ah" 1•I��l NACN, ONN. a *" . ONN. �N, i G Kevin E. Hughes, Ass$tant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorneys) in-Factand the details of the bond to which this Power of Attorney is attached. CITY OF KENT COMBINED DECLARATION FORM: NON -COLLUSION, MINIMUM WAGE NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: Oki V 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. 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. 2022 Asphalt Overlays Project Number: 21-3001.1 NAME OF PROJECT NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER 2022 Asphalt Overlays/Holcomb 37 April 11, 2022 Project Number: 22-3001.1 This change order form is for example uumoses only. By submittin-g a bid the idder agrees tg DC boundby therm of this change order form for an change orders. CHANGE ORDER NO. [Enter # 1, 21 3, etc. ] NAME OF CONTRACTOR: f Insert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER: FInsert Name of Original Contract & Project # if a licable ORIGINAL CONTRACT DATE: Insert Date Original Contract was Si ned This Change Order amends the above -referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section 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 date] 2. The contract amount and time for performance provisions of Section 1 of the Contract are also modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change Order $ Revised Contract Sum $ 2022 Asphalt Overlays/Holcomb 38 April 11, 2022 Project Number: 22-3001.1 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above -referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Chad Bieren, P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department 2022 Asphalt Overlays/Holcomb 39 April 11, 2022 Project Number: 22-3001.1 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Orderof Contents................................................................................. ❑ Invitation to Bid................................................................................... ❑ Contractor Compliance Statement........................................................ ❑ Date............................................................................................ ❑ Have/have not participated acknowledgment .............................❑ Signature and address................................................................ ❑ Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Dateand signature..................................................................... ❑ Administrative Policy........................................................................... ❑ Proposal............................................................................................... ❑ First line of proposal - filled in ...................................................❑ Unit prices are correct................................................................ ❑ Bid the same unit price for asterisk (*) bid items .......................❑ Subcontractor List (contracts over $1M — HVAC, Plumbing, & Electrical) ............ ❑ Subcontractors listed properly ....................................................❑ Signature.................................................................................... ❑ Subcontractor List (contracts over $1M — Structural Steel & Rebar Installation)— 0 Subcontractors listed properly .................................................... ❑ Dateand signature..................................................................... ❑ Contractor's Qualification Statement ................................................... ❑ Completeand notarized.............................................................. ❑ Statement that Bidder Has Not Been Disqualified ................................ ❑ Certification of Compliance with Wage Payment Statutes ....................❑ Proposal Signature Page...................................................................... ❑ AllAddenda acknowledged......................................................... ❑ Date, signature and address....................................................... ❑ BidBond Form..................................................................................... ❑ Signature, sealed and dated ....................................................... ❑ Power of Attorney....................................................................... ❑ (Amount of bid bond shall equal 50/o of the total bid amount) CombinedDeclaration Form................................................................. ❑ Signature.................................................................................... ❑ ChangeOrder Form (Example).............................................................❑ Bidder's Checklist................................................................................ ❑ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. 2022 Asphalt Overlays/Holcomb 40 April 11, 2022 Project Number: 22-3001.1 PAYMENT AND PERFORMANCE BOND ' TO CITY TY OF KENT KENT Bond No. 107608463 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Lakeside Industries, Inc. _ as Principal, and Travelers Casualty and Surety Company of America a Corporation organized and existing under the laws of the State of, 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 $ 3 851 364.00 _T, together with any adjustments, up or down, in the total contract price because of changes In the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of 2022 Asphalt Overlays/Project Number: 22-3001.1 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted Linder the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. 2022 Asphalt Overlays/Holcomb 41 April 25, 2022 Project Number: 22-3001.1 DATE: Z101-2 CORPORATE SEAL: z= HART FORDL ` 3ay7 tl I!*1115�t5��` Lakeside Industries, Inc. PRINCIPAL (enter principal's name above) BY: TITLE: DATE 09f7- 2z- CORPORATE SEAL: Travelers Casualty and Surety Company of America SURETY DATE: May 6, 2022 TITLE: Susan B. Larson, Attorney -in --Fact ADDRESS: 2233 112th Ave NE Bellevue, WA 98004 CERTI F I CATE AS TO CORPORATE SEAL hereby certify that I am the (f the Corporation named as Principal in the within Bond; that qj, ' Who signed the said bond on behalf of the Principal LAKESIVE r•Ar4rA-1er gy/ - of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of �itsi governing body STILL Otoo OTARJ%-%G'. Ja � zp- Vy . 20 • • 2u23. i Fetr.ary •z� N � i 0= �fF ��v.•va+'r `� tit tlill t 111N1 2022 Asphalt Overlays/Holcomb 42 April 25, 2022 Project Number: 22-3001.1 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Susan B. Larson of BELLEVUE , Washington , their true and lawful Attorneys) -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in #heir business of guaranteeing the fidelity of persons, guaranteeing the performance of conlracts and executng or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21 st day of April, 2021. byre %e4lry. aF rr ake� meoev oRmKVM CA V;rxxd State of Connecticut By: City of Hartford ss. Robert L. Rani ,ten ior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal_ I:OTARY My Commission expires the 30th day of June, 2026 * b+• ° ppPOO Anna P. Nowik, Notary Public C This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary, and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate be such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 6th day of May , 2022 . gAtWryh �F 1r {k0+ wyamm �+ HARTFORO, COMORr W' Kevin E. Hughes, Assi taut Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorneys) -in -Fact and the details of the bond to which this Power of Attorney is attached. CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and Lakeside Industries Inc + organized under the laws of the State of Washington , located and doing business at 18808 SE 256th St Kent, ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: The Contractor shall do all work and furnish all tools, materials, and equipment for: 2022 Asphalt Overlays/Project Number: 22-3001.1 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 2022 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 2022 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and work shall be physically completed within one hundred thirty (130) 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 $3,851,364. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 2022 Asphalt Overlays/Holcomb 43 Aprll 26, 2022 Project Number: 22-3001.1 2022 Asphalt Overlays/Holcomb 44 April 25, 2022 Project Number: 22-3001.1 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The Citys inspection or acceptance of any of Contractors work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractors liability hereunder shall be only to the extent of the Contractors negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTORS WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the one call locator service before commencing any excavation activities. CITY OF KENT DANA RALPH, MAYOR DATE ATTEST: 05/17/2022 KIMBERL A. KOMOTO, CITY CLERK APPROVED AS TO FORM: Nk L KENT LAW DEPARTMENT CONTRACTOR BY: PRINT NAME: TITLE: DATE: 2022 Asphalt Overlays/Holcomb 45 April 25, 2022 Project Number: 22-3001.1 EXHIBIT A INSURANCE REQU I REMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non -owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. 2022 Asphalt Overlays/Holcomb 46 April 25, 2022 Project Number: 22-3001 .1 EXH I B I T A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub -subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. 2022 Asphalt Overlays/Holcomb 47 April 25, 2022 Project Number: 22-3001 .1 EXH I B I T A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 2022 Asphalt Overlays/Holcomb 48 April 25, 2022 Project Number: 22-3001 .1 1 of 15 (ECL00) 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 under DESCRIPTION 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-OWNEDAUTOS AUTOS 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. 2,000,000BAP04492710106/01/2021 06/01/2022 3,000,000 3,000,000 SXS937923717 06/01/2021 06/01/2022 06/01/2021 06/01/2022 1,000,000 GLO043012501 ** WA Stop Gap 1,000,000 1,000,000 2 of 15 (ECL00) DESCRIPTIONS (Continued from Page ) 1 . Coverage is primary and non-contributory on the general liability, automobile, and excess liability policies per the attached endorsements/forms. Waiver of subrogation applies on the general liability, automobile, and excess liability policies per the attached endorsements/forms. 3 of 15 (ECL00) Endorsement # 11 Limited Other Insurance Condition Amendment 9 ZURICH Policy No. Eff. Date of Poi. Exp. Date of Pol. Eff. Date of End. Producer Add] Prem. Return Prem. SXS 9379237.17 06/01/2021 06/01/2022 06/01/2021 73791000 Named Insured and Malting Address: LAKESIDE INDUSTRIES, INC. PO BOX 7016 ISSAQUAH, WA 98027 Producer: PARKER, SMITH & FEEK, INC. 2233 112TH AVE NE BELLEVUE, WA 98004-2936 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Condition G. Other Insurance of SECTION V. CONDITIONS, paragraph G., Other Insurance is deleted and replaced with the following: G. Other Insurance If other insurance applies to damages that are also covered by this policy, this policy will apply excess of the other insurance. However, this provision will not apply: 1. If the other insurance is written to be excess of this policy; or 2. If you have agreed in a written contract to carry insurance to apply prior to and be non-contributory with that of another person or organization's insurance, but only as respects damages arising out of insured operations or work on your behalf performed under such written contract. However, the limits available to the other person or organization will be the lesser of our policy Limits of Insurance or the limits required by such written contract. In that case, other insurance of that person or organization will apply as excess and not contribute prior to the insurance afforded by this policy. Nothing herein will be construed to make this policy subject to the terms, conditions and limitations of such other insurance. ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED. U-EXS-420-A CVV (03112) Page 1 of 1 Includes copyrighted material of Insurance Services Office. Inc.. with its permission 5 of 15 (ECL00) 6 of 15 (ECL00) GLO043012501 06/01/2021 7 of 15 (ECL00) 8 of 15 (ECL00) 9 of 15 (ECL00) 10 of 15 (ECL00)6 of 20 (JHN00) GLO043012501 06/01/2021 06/01/2022 06/01/2021 Lakeside Industries,Inc. PO Box 7016 Issaquah, WA 98027 11 of 15 (ECL00) GLO043012501 06/01/2021 06/01/2022 06/01/2021 12 of 15 (ECL00) BAP044927101 06/01/2021 06/01/2022 06/01/2021 13 of 15 (ECL00) 14 of 15 (ECL00)2 of 14 BNBUINC (SMV01) THIS PAGE INTENTIONALLY LEFT BLANK 15 of 15 (ECL00) 2022 Asphalt Overlays/Holcomb April 25, 2022 Project Number: 22-3001.1 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 .............................................................. 1-7 1-06 Control of Material .......................................................... 1-16 1-07 Legal Relations and Responsibilities to the Public ................. 1-18 1-08 Prosecution and Progress ................................................. 1-25 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 .............................. 2-3 2-06 Subgrade Preparation ...................................................... 2-4 2-07 Watering ....................................................................... 2-4 DIVISION 4 BASES .................................................................... 4-1 4-03 Gravel Borrow ................................................................ 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 5-03 Crack and Joint Sealing ................................................... 5-4 5-04 Hot Mix Asphalt .............................................................. 5-4 5-05 Cement Concrete Pavement .......................................... 5-37 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS .............. 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells ...................... 7-2 7-08 General Pipe Installation Requirements .............................. 7-6 7-12 Valves for Water Mains .................................................... 7-11 7-15 Service Connections ........................................................ 7-13 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration ....................................................... 8-4 8-03 Irrigation Systems .......................................................... 8-11 8-04 Curbs, Gutters, and Spillways ........................................... 8-12 8-06 Cement Concrete Driveway Entrances ................................ 8-13 8-09 Raised Pavement Markers ................................................ 8-14 8-10 Guide Posts .................................................................... 8-15 8-12 Chain Link Fence and Wire Fence ...................................... 8-17 2022 Asphalt Overlays/Holcomb April 25, 2022 Project Number: 22-3001.1 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-13 Monument Cases ............................................................ 8-18 8-14 Cement Concrete Sidewalks ............................................. 8-19 8-18 Mailbox Support ............................................................. 8-20 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical ............................... 8-21 8-21 Permanent Signing .......................................................... 8-26 8-22 Pavement Marking .......................................................... 8-27 8-23 Temporary Pavement Markings ......................................... 8-33 DIVISION 9 MATERIALS ............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion and Scour Protection and Rock Walls ...................... 9-3 9-14 Erosion Control and Roadside Planting ............................... 9-3 9-28 Signing Materials and Fabrication ...................................... 9-6 9-29 Illumination, Signal, Electrical ........................................... 9-8 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS .............................................................. A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 PERMIT........................................................................................... A-4 PREVAILING WAGE RATES .............................................................. A-5 2022 Asphalt Overlays/Holcomb 1 - 1 April 25, 2022 Project Number: 22-3001.1 KENT SPECIAL PROVISIONS The Kent Special Provisions (Kent Special Provisions or KSP) modify and supersede any conflicting provisions of the 2022 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 2022 Asphalt Overlays/Holcomb 1 - 2 April 25, 2022 Project Number: 22-3001.1 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidders 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 Citys 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 2022 Asphalt Overlays/Holcomb 1 - 3 April 25, 2022 Project Number: 22-3001.1 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 https://www.kentwa.gov/pay-and-apply/bids-procurement-rfps; 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 bidders or the Citys 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 Bidders 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, cashiers check, or a proposal bond (Surety bond). Any proposal bond shall be on the Citys 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 2022 Asphalt Overlays/Holcomb 1 - 4 April 25, 2022 Project Number: 22-3001.1 Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the Invitation to Bid. Bids must be received at the City Clerks 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 Clerks Office at the time shown in the Invitation to Bid. 2022 Asphalt Overlays/Holcomb 1 - 5 April 25, 2022 Project Number: 22-3001.1 Individuals can stand in the lobby outside the Clerks Office during the 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 2022 Asphalt Overlays/Holcomb 1 - 6 April 25, 2022 Project Number: 22-3001.1 any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK 1-04.1 Intent of the Contract SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal 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. 2022 Asphalt Overlays/Holcomb 1 - 7 April 25, 2022 Project Number: 22-3001.1 SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. 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 1-04.11 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. 2022 Asphalt Overlays/Holcomb 1 - 8 April 25, 2022 Project Number: 22-3001.1 If the Engineer determines that the Contractors 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 Contractors unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Citys rights provided by this se ction nor shall the exercise of this right diminish the Citys right to pursue any other remedy available under law with respect to the Contractors failure to perform the work as required. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-05.8 Contractor Survey 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 Contractor is responsible for all the construction stakes and marks established lines, slope and grades and any other survey work needed for any of the work items in this project except the bodies of work outlined below where City survey will be provided. The Contractor shall be responsible for referencing and documenting all existing pavement markings and speed bumps. The Contractor's referencing plans shall indicate reference points and offsets taken at consistent intervals sufficient to restore all pavement markings and speed bumps to original configuration within two inches. The Contractor shall demonstrate to the Engineer that referencing has been accomplished prior to performing any work which will remove or cover the existing markings or speed bumps. Please note, S 268th St., 124th Ave SE and S 248th St. channelization will not be replaced in kind and shall be channelized per the plans. Survey will not be provided for these locations. 2022 Asphalt Overlays/Holcomb 1 - 9 April 25, 2022 Project Number: 22-3001.1 The Contractor shall also be responsible for laying out all temporary and permanent pavement markings to the pre-existing locations. Pavement markings shall be replaced using the materials called for in these Specifications. The following applies only to work shown on the plans for the curb ramp bulb out on the north side of the 232nd St and 112th Ave intersection, ADA ramps at Kent-Kangley and 132nd Ave, S. 268th St, the road raising portion of 144 th Ave SE between STA 9+00 and 11+00 and for channelization on 124th Ave SE and S 248th St. City survey crews will not provide survey or staking for the other project locations shown in the plans. 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 Contractors operations. This charge will be deducted from monies due or to become due to the Contractor. 2022 Asphalt Overlays/Holcomb 1 - 10 April 25, 2022 Project Number: 22-3001.1 Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyors 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 information outlined in KSP Section 1-05.8(2) - 1-05.8(6) only applies to work shown on the plans for the curb ramp bulb out on the north side of the 232nd St and 112th Ave intersection, ADA ramps at Kent-Kangley and 132nd Ave, S. 268 th St, the road raising portion of 144th Ave SE between STA 9+00 and 11+00, and for channelization on 124th Ave SE and S 248th St. City survey crews will not provide survey or staking for the other project locations shown in the plans. All other locations shall conform to WSDOT Standard Specification Section 1-05.8(2) - 1- 05.8(6) and not the KSP. 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(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. 2022 Asphalt Overlays/Holcomb 1 - 11 April 25, 2022 Project Number: 22-3001.1 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 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. 2022 Asphalt Overlays/Holcomb 1 - 12 April 25, 2022 Project Number: 22-3001.1 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $300/hour. 1-05.8(6) Survey Requests It shall be the Contractors 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 2022 Asphalt Overlays/Holcomb 1 - 13 April 25, 2022 Project Number: 22-3001.1 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. 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 manufacturers 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. 2022 Asphalt Overlays/Holcomb 1 - 14 April 25, 2022 Project Number: 22-3001.1 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 Engineers 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 2022 WSDOT STANDARD SPECIFICATIONS): If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractors 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 The City shall not be responsible for any damages suffered by the Contractor resulting directly or indirectly from the performance or attempted performance of any other City contracts existing or known to be pending at the time of bid. Known projects in close proximity to this work but not limited to are described below. The Contractor shall cooperate and coordinate with all of these contractors. This project includes the construction detailed in the plans in the IN- HOUSE CURB RAMP DETAILS listed on the cover sheet index. All bodies of work in these areas shall be completed prior to the dates below including restoration so that City crews can pave on these roads by the scheduled dates below and Contractor shall coordinate with these City Crews: 2022 Asphalt Overlays/Holcomb 1 - 16 April 25, 2022 Project Number: 22-3001.1 The City will be installing a watermain on S. 268th St., not included in this contract. Work on this road will require a separate notice to proceed. The City has contractors working at the intersection of SE 256th St and 132nd Ave SE. King County has a contractor working on Russell Rd. as part of a Lower Russell Levee project. PSE (Gas) will be responsible for adjusting all gas valves within the project areas. The contractor shall coordinate with PSE during construction. Contractor shall coordinate with King County Wastewater Treatment Division for adjusting King County manhole lids to grade. Soos Creek Water and Sewer District will be responsible for raising their facilities (sewer and water) to finished grade on SE 196 th St. and 124th Ave. The contractor shall coordinate with Soos Creek during construction. Soos Creek Sewer District (sewer) and Lake Meridian Water District (water) (will be responsible for raising their facilities to finished grade on SE 256th St., 132nd Ave SE, 144th Ave SE, SE 263rd St, 148th Ave SE The contractor shall coordinate with Soos Creek and Lake Meridian Water during construction. Highline Water District will be responsible for raising their facilities to finished grade on 268th St. The contractor shall coordinate with Highline during construction. The contractor is responsible for installing video detection camera and new traffic loops in the intersection of SE 196th St / 108th Ave SE (SR 515) and the northbound and westbound approaches of 132 nd Ave SE and SE Kent-Kangley Rd (SR 516). The contractor shall coordinate with the Citys signal engineer to install the detection camera prior to saw cutting the curb radius and the traffic loops. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power July 6, 2022 July 11, 2022 August 8, 2022 114th Ave. 120th Ave 100th Ave 200th St 132nd Ave Pioneer St State St 2022 Asphalt Overlays/Holcomb 1 - 17 April 25, 2022 Project Number: 22-3001.1 The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED 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.Contractors 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 2022 Asphalt Overlays/Holcomb 1 - 18 April 25, 2022 Project Number: 22-3001.1 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 Engineers review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineers 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 manufacturers 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 2022 Asphalt Overlays/Holcomb 1 - 19 April 25, 2022 Project Number: 22-3001.1 the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractors letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1.APPROVED AS SUBMITTED Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2.APPROVED AS NOTED Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3.AMEND AND RESUBMIT Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(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 2022 Asphalt Overlays/Holcomb 1 - 20 April 25, 2022 Project Number: 22-3001.1 Without waiving the Contractors 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 Contractors obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.4(2) COVID-19 Job Site Requirements The Contractor shall comply with all COVID-19 workplace health and safety measures established by the state Department of Labor & Industries or otherwise imposed by the Governor, the state Department of Health, or the Local Health Officer of Seattle-King County Public Health, or subsequent modifications to such health and safety measures as those authorities may issue, including providing all needed personal protective equipment. 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: WSDOT General Permit – Kent Kangley and 132nd Ave SE curb ramp 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: 2022 Asphalt Overlays/Holcomb 1 - 21 April 25, 2022 Project Number: 22-3001.1 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: 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 2022 Asphalt Overlays/Holcomb 1 - 22 April 25, 2022 Project Number: 22-3001.1 include the Contractor and all Subcontractors. At the Contractors 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. 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. 2022 Asphalt Overlays/Holcomb 1 - 23 April 25, 2022 Project Number: 22-3001.1 1-07.13 Contractor’s Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan When the proposal form includes multiple bid schedules and the SPCC Plan bid item is present in only one bid schedule, the lump sum 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 2022 Asphalt Overlays/Holcomb 1 - 24 April 25, 2022 Project Number: 22-3001.1 Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractors 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 Jesse Patjens (425) 429-5722 Jesse.Patjens@lumen.com Comcast Danny Cooley (253) 686-7592 (cell) Danny_Cooley@comcast.com Puget Sound Energy Gas & Power Patty Miller 206-305-7950 (cell) patty.miller@pse.com Puget Sound Energy PI Inspector Mike Sullivan 206-571-2771 michael.sullivan@pse.com Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) Metro Transit DART Dispatch dispatch@hopelink.org 2022 Asphalt Overlays/Holcomb 1 - 25 April 25, 2022 Project Number: 22-3001.1 Metro Transit Construction Information Center 206-477-1140 construction.coord@kingcounty.gov Metro Transit Hopelink Dan Walker dwalker@hopelink.org King County Wastewater Division Local Public Agency (LPA) Program 206-255-6047 LPA.team@kingcounty.gov King County Wastewater Division LPA Inspector Steve Foss 206-255-6047 Steve.Foss@kingcounty.gov Soos Creek Water and Sewer District Nate Miller (425)-531-4116 253-797-1049 nmiller@sooscreek.com SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1-07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic SECTION 1-07.23(1) IS SUPPLEMENTED WITH THE FOLLOWING: 1. There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights or sirens. The Contractor shall alert all flaggers and personnel of this requirement. 2. The Contractor shall notify the Engineer, in writing, a minimum of 14 working days prior to beginning a lane closure that requires a detour or involves a major traffic switch to a temporary or new alignment. 3. The Contractor shall furnish and install information signs that provide advance notification of any lane closures a minimum of seven (7) calendar days prior to the closure. PCMS may be used for this notice. Sign locations, and messages, shall be as provided to the Engineer for approval. 4. Any traffic control lane restrictions on 94th Ave S, SE 256th Street, and SE 196th Street shall be performed between 9:00 a.m. and 2022 Asphalt Overlays/Holcomb 1 - 26 April 25, 2022 Project Number: 22-3001.1 3:00 p.m. Monday through Friday or weekend hours as approved by the Engineer. 5. Construction vehicles and/or equipment may not park or stage on the 256th St or 148th Ave bridges at any time. Bridge loads are restricted to 16 tons for single axle, 19 tons for tandem, and 27 tons gross. Contractor shall follow posted bridge load restrictions. 6. All Contract construction activities within 1,000 feet of schools shall be completed between June 21, 2022 (last day of school) and August 25, 2022 (first day of school). Locations: Mill Creek Middle School Park Orchard Elementary School Evergreen Middle School Kentridge High School Meridian Middle School Horizon Elementary School 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: 2022 Asphalt Overlays/Holcomb 1 - 27 April 25, 2022 Project Number: 22-3001.1 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 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 2022 Asphalt Overlays/Holcomb 1 - 28 April 25, 2022 Project Number: 22-3001.1 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, and with the exception of the project areas listed in the next paragraph, 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. Any traffic control lane restrictions on 94th Ave S, SE 256th Street, and SE 196th Street shall be performed between 9:00 a.m. and 3:00 p.m. Monday through Friday or weekend hours as approved by the Engineer. 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. 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 Citys noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractors 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 2022 Asphalt Overlays/Holcomb 1 - 29 April 25, 2022 Project Number: 22-3001.1 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. 2. 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: 2022 Asphalt Overlays/Holcomb 1 - 30 April 25, 2022 Project Number: 22-3001.1 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractors written notice to protest. In any event, no protest will be allowed later than the date of the Contractors 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. SECTION 1-08.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.9 Notice to Proceed, Prosecution and Hours of Work Time is of the essence of the Contract. Delays inconvenience the traveling public, obstruct traffic, interfere with and delay commerce, and increase risk to Highway users. Delays also cost tax payers undue sums of money, adding time needed for administration, engineering, inspection, and supervision. Because the Contracting Agency finds it impractical to calculate the actual cost of delays, it has adopted the following formula to calculate liquidated damages for failure to complete the physical Work of a Contract on time. 2022 Asphalt Overlays/Holcomb 1 - 31 April 25, 2022 Project Number: 22-3001.1 Accordingly, the Contractor agrees: 1. To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for Physical Completion, and 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. Liquidated Damages Formula LD = 0.15*C / T Where: LD = liquidated damages per working day (rounded to the nearest dollar) C = original Contract amount T = original time for Physical Completion When the Contract Work has progressed to the extent that the Contracting Agency has full use and benefit of the facilities, both from the operational and safety standpoint, all the initial plantings are completed and only minor incidental Work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains to physically complete the total Contract, the Engineer may determine the Contract Work is substantially complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete the entire Contract. 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 2022 Asphalt Overlays/Holcomb 1 - 32 April 25, 2022 Project Number: 22-3001.1 of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 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 Contractors 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 Contractors right to seek an appeal of the Citys decision. The Citys 2022 Asphalt Overlays/Holcomb 1 - 33 April 25, 2022 Project Number: 22-3001.1 decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractors 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. 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, pilot vehicles, temporary ADA compliant ramps, 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 2022 Asphalt Overlays/Holcomb 1 - 34 April 25, 2022 Project Number: 22-3001.1 3. Removal from the project site when they are no longer on the project. The lump sum bid item price for Temporary Traffic Control Devices, shall include the cost for installing, maintaining, and removing the temporary pavement markings as shown on the plans or directed by Engineer. 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 Contractors TCM, and verified by the City Inspectors records, and the Contractors 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 unit bid price per hour for Uniformed Off-Duty Police Officer will be complete compensation for the utilization of a uniformed off-duty Police Officer for traffic control purposes. This bid item includes all the equipment, and vehicle needed for the police officer to perform his duties. Cost is per hour for each hour an Officer is on the project with a minimum call-out time of three hours. The Contracting Agency (City of Kent) has set the unit price for Uniformed Off-Duty Police Officer at eighty dollars ($80.00) per hour minimum. Should the Contractor determine that the cost for this work is greater than the minimum price shown in the bid form, the Contractor may bid a higher price. Should the Contractor write in a unit price less than the minimum price shown in the bid form, the minimum unit price shown in the bid form shall govern and become part of the bid. No adjustment will be made for overtime hours or holidays. 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: 2022 Asphalt Overlays/Holcomb 1 - 35 April 25, 2022 Project Number: 22-3001.1 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 contract price for Sequential Arrow Sign (SAS) per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item Traffic Control Labor. 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 Contractors 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 Citys 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. 2022 Asphalt Overlays/Holcomb 2 - 1 April 25, 2022 Project Number: 22-3001.1 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 Contractors operations. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, driveway, 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: 2022 Asphalt Overlays/Holcomb 2 - 2 April 25, 2022 Project Number: 22-3001.1 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 Citys stormwater management system, as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for Remove Existing Asphalt Concrete Pavement constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk and roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 6 inches = quantity For example, if the Contractor encounters pavement to be removed which is 8 inches thick and 100 square yards then the quantity would be: 8 100 SY x 6 = 133 SY 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. 2022 Asphalt Overlays/Holcomb 2 - 3 April 25, 2022 Project Number: 22-3001.1 Remove Cement Concrete Curb and Gutter Remove Cement Concrete Extruded Curb Remove Cement Concrete Traffic Curb The unit contract price per lineal foot for the above items 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. Saw Cut Existing Asphalt Concrete Pavement Saw Cut Existing Cement Concrete Pavement The unit price contract price per lineal foot for the above items constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: actual depth in inches (length) x 6 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 8 100 LF x 6 = 133 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as wheel cutting, shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. 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. 2022 Asphalt Overlays/Holcomb 2 - 4 April 25, 2022 Project Number: 22-3001.1 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. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement Within the City of Kent water service area: 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 2022 Asphalt Overlays/Holcomb 2 - 5 April 25, 2022 Project Number: 22-3001.1 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. 2022 Asphalt Overlays/Holcomb 4 - 1 April 25, 2022 Project Number: 22-3001.1 DIVISION 4 – BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow .......................... 9-03.14(1) 4-03.3 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. 4-03.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: The unit contract price per ton for Gravel Borrow, Including Haul and Compaction constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements 2022 Asphalt Overlays/Holcomb 4 - 2 April 25, 2022 Project Number: 22-3001.1 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 The unit contract price per ton for Crushed Surfacing Top Course, 5/8 Inch Minus constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. 2022 Asphalt Overlays/Holcomb 5 - 1 April 25, 2022 Project Number: 22-3001.1 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 5-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.3 Construction Requirements No chip seal work shall be allowed until at least fifteen (15) calendar days after pavement repairs on 124th Ave and Russell Rd. have been completed. Prior to chip sealing and a minimum of 24 hours after completing the pavement repairs, the Contractor shall apply Asphalt Emulsion CSS-1H Fog Seal over all 124th Ave and Russell Rd. pavement repair areas. The chip seal shall include two layers each of asphalt emulsion and crushed screening: 1.a. Asphalt Emulsion CRS-2P Chip Seal 1.b. Furnishing and placing Crushed Screening 3/8 Inch - No. 4 2.a. Asphalt Emulsion CRS-2P Chip Seal 2.b. Furnishing and placing Crushed Screening 3/8 Inch - No. 4 Contractor shall provide single layer chip seal apron/transition at intersection to roads not receiving the chip seal. No work shall begin until the Engineer has verified that the minimum pavement temperatures have been reached. Any work completed by the Contractor outside of the minimum temperatures and without approval of the Engineer shall be at the sole responsibility of the Contractor. In order to minimize truck traffic on fresh asphalt, the compaction equipment and chip spreader loaded with rock shall be in place and ready to operate before the distributor will be allowed to being spreading asphalt. SECTION 5-02.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.3(2)B Seal Coats The existing bituminous surface shall be swept with a power broom until it is free of dirt or other foreign matter. Hand push brooms shall be used to clean omissions of the power broom. 2022 Asphalt Overlays/Holcomb 5 - 2 April 25, 2022 Project Number: 22-3001.1 SECTION 5-02.3(2)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.3(2)C Pavement Sealing – Fog Seal Immediately prior to application of the fog seal, the road shall be broomed of any loose aggregate. Fog seals shall be CSS-1H uniformly applied to the chip sealed pavements. The finished application shall be free of streaks and bare spots. CSS-1H emulsified asphalt may be diluted with water at a rate no greater than 405 water to 60% emulsified asphalt unless otherwise directed by the Engineer. Fog sealing shall be applied no sooner than 3-days, but no later than 14- days after construction of the seal coat. The newly placed aggregates shall be broomed immediately prior to the fog seal application. SECTION 5-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.3(3) Application of Asphalt Emulsion and Aggregate The table titled Application Rate in Section 5-02.3(3) is supplemented with the following: Pavement Sealing Grade Diluted/Undiluted Application Rate (gal/sy) CSS-1H Diluted (40% water to 60% emulsion) 0.08 to 0.15 SECTION 5-02.3(5) PARAGRAH 8 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-02.3(5) Application of Aggregates The completed surface shall be allowed to cure overnight and shall be broomed of loose rock the following day. If the Engineer determines that additional cure is needed, the Contractor shall broom the roadway when directed by the Engineer. All project streets shall be swept using a pick- up sweeper. SECTION 5-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.3(7) Patching and Correction of Defects Any damage to the freshly oiled mat caused by the Contractor's equipment shall be satisfactorily repaired at the Contractor's expense. Damage can and may include any of the following: any skid marks, chipper spin marks, truck spinning or braking marks, chipper driving in oil, any and all marks caused from faulty equipment or poor workmanship. After brooming, any areas showing loss of aggregate shall be repaired by the Contractor. If determined by the Engineer, the loss of aggregate 2022 Asphalt Overlays/Holcomb 5 - 3 April 25, 2022 Project Number: 22-3001.1 was caused by an empty distributor, dry aggregate, excess moisture in aggregate, excess fines in aggregate, delay in applying aggregate, or delay in rolling of aggregate, the cost of repairs shall be at the sole expense of the Contractor. SECTION 5-02.3(9) PARAGRAH 8 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-02.3(9) Protection of Structures All castings, including lids and grates for manholes, catch basins, water valves, and right of way monuments, and precast traffic curbing shall be covered with heavy building paper, secured by using a spray adhesive such as Scotch Super 77 High Tack Spray Adhesive or equal. Duct tape or similar tape shall not be used to cover brass monuments. Where concrete curb or curb and gutter exist, the distributor shall be equipped with a splashboard of such design as to prevent spraying thereon. SECTION 5-02.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.4 Measurement Chip Seal shall be measured in the field by the square yard of roadway surface covered and shall be measured only once, regardless of how many layers of asphalt emulsion and crushed screening are being applied to the same area as required by these specifications. Asphalt for Fog Seal shall be measured in the field by the square yard of roadway surface covered. The fog seal areas will be measured after fog sealing of pavement repair areas and after fog sealing the chip seal areas. SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.5 Payment The unit contract price per square yard for Chip Seal shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to carry out the requirements of Sections 5-02 to chip seal all areas shown on the plans, except for costs included in other bid items on the bid proposal form. Sweeping for surface preparation and to collect loose rock is included in the cost of this item and will not be paid for separately. Placement of Asphalt Emulsion CRS- 2P and furnishing and placement of Crushed Screening 3/8 to No. 4 are included in the Chip Seal bid item. Marking, covering, and uncovering of utility castings shall be incidental to this bid item. The unit contract price per square yard for Asphalt for Fog Seal shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to carry out the requirements of Sections 5- 02 to fog seal all pavement repair areas prior to chip sealing and to fog 2022 Asphalt Overlays/Holcomb 5 - 4 April 25, 2022 Project Number: 22-3001.1 seal all chip sealed areas, except for costs included in other bid items on the bid proposal form. 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. 5-03 CRACK AND JOINT SEALING SECTION 5-03.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-03.2 Materials Crack sealant shall be Crafco Low Tack 543 Sealant (or approved equal) SECTION 5-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-03.3 Construction Requirements The Contractor shall crack seal all chip seal areas on 124th Ave and Russell Rd. prior to chip sealing. Crack sealant shall be applied in all cracks 1/4 inch or larger from edge of pavement to edge of pavement using the simple band aid method. Crack sealant shall be struck flush with the pavement surface using a V shaped squeegee, with 1-1/2 inch wide over-band or less. SECTION 5-03.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-03.4 Measurement No specific unit of measurement shall apply to the lump sum bid item Crack Sealing. SECTION 5-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-03.5 Payment The lump sum contract price for Crack Sealing shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to carry out the requirements of Sections 5-03 to crack seal the chip seal areas on 124th Ave SE and Russell Rd. prior to chip sealing, except for costs included in other bid items on the bid proposal form. 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 2022 Asphalt Overlays/Holcomb 5 - 5 April 25, 2022 Project Number: 22-3001.1 accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown inthePlans. 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 berequired, mixed in the proportions specified to provide a homogeneous, stable, andworkablemixture. 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 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. 2022 Asphalt Overlays/Holcomb 5 - 6 April 25, 2022 Project Number: 22-3001.1 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. 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 Agencys 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. 2022 Asphalt Overlays/Holcomb 5 - 7 April 25, 2022 Project Number: 22-3001.1 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 Contractors certification, the 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. 2022 Asphalt Overlays/Holcomb 5 - 8 April 25, 2022 Project Number: 22-3001.1 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 (CMECs) 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). 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 Contractors 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 (ESALs) specified herein. 5-04.2(2)B Using Warm Mix Asphalt Processes 2022 Asphalt Overlays/Holcomb 5 - 9 April 25, 2022 Project Number: 22-3001.1 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 Engineers 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 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shallapply. 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. 2022 Asphalt Overlays/Holcomb 5 - 10 April 25, 2022 Project Number: 22-3001.1 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 to automatically register or indicate the temperature of the heated aggregates. Thisdevice 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. 2022 Asphalt Overlays/Holcomb 5 - 11 April 25, 2022 Project Number: 22-3001.1 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 aninternally 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 inthePlans. 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 manufacturers 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 manufacturers 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 TraveledWay. 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 2022 Asphalt Overlays/Holcomb 5 - 12 April 25, 2022 Project Number: 22-3001.1 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 A material transfer device or vehicle (MTD/V) is required on this project. Use of 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 is required for all pavement overlay locations on this project. 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 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. 2022 Asphalt Overlays/Holcomb 5 - 13 April 25, 2022 Project Number: 22-3001.1 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 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 manufacturers recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturers 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. 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. 2022 Asphalt Overlays/Holcomb 5 - 14 April 25, 2022 Project Number: 22-3001.1 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 Contractors 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 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. 2022 Asphalt Overlays/Holcomb 5 - 15 April 25, 2022 Project Number: 22-3001.1 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 manufacturers recommendations. Furnish a Type 1 Working Drawing of the manufacturers product information and recommendations to the Engineer prior to the start of work, including the manufacturers 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 Contractors 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: 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 plane pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. Approximate locations of pavement repair areas are shown on the plans to aid in quantity estimating. Contractor shall notify the Engineer 7 calendar days in advance of pavement repair activities to allow the Engineer time to mark the repair areas in the field. The Contractor shall remove the marked pavement areas to the depth specified in the plans or as directed by the Engineer using a pavement grinder. The Contractor shall protect the pavement that is to remain. Delamination or raveling of the underlying pavement will not be construed as damage due to the Contractors operations. Pavement outside the pavement repair areas shown in the plan or designated by the Engineer that is damaged as a re sult of the Contractors operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. Any utility castings in the pavement repair areas shall not be disturbed. 2022 Asphalt Overlays/Holcomb 5 - 16 April 25, 2022 Project Number: 22-3001.1 The Contractor shall work only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not plane more area than can be completely backfilled during the same shift. The Engineer will make the final determination of the planing depth required. The minimum width of any pavement repair area shall be per Plans. The planings and other debris resulting from planing operation shall become the property of the Contractor and shall be disposed of in accordance with Sections 2-02.3(7)C, or as otherwise allowed by the Contract.. 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 2-inch lifts. Each lift shall be thoroughly compacted by 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 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 2022 Asphalt Overlays/Holcomb 5 - 17 April 25, 2022 Project Number: 22-3001.1 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 workingshift. 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 HMA Class ¾ and HMA Class ½ wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class 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 2022 Asphalt Overlays/Holcomb 5 - 18 April 25, 2022 Project Number: 22-3001.1 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: 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% 2022 Asphalt Overlays/Holcomb 5 - 19 April 25, 2022 Project Number: 22-3001.1 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, , 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 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 days 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 Contractors request after the Engineer is satisfied that material conforming to the Specifications can be produced. 2022 Asphalt Overlays/Holcomb 5 - 20 April 25, 2022 Project Number: 22-3001.1 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 Engineers 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. 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: 2022 Asphalt Overlays/Holcomb 5 - 21 April 25, 2022 Project Number: 22-3001.1 Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing: 1½, 1 , ¾, ½, 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 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, itsindividual pay factor will be considered 1.00 in calculating the Composite PayFactor(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 2022 Asphalt Overlays/Holcomb 5 - 22 April 25, 2022 Project Number: 22-3001.1 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, itsindividual pay factor will be considered 1.00 in calculating the Composite PayFactor(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 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 2022 Asphalt Overlays/Holcomb 5 - 23 April 25, 2022 Project Number: 22-3001.1 729 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 Contractors 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 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. 2022 Asphalt Overlays/Holcomb 5 - 24 April 25, 2022 Project Number: 22-3001.1 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 Contractors 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 Engineers 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 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 days 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 Contractors request after the Engineer is satisfied that material conforming to the Specifications can be produced. 2022 Asphalt Overlays/Holcomb 5 - 25 April 25, 2022 Project Number: 22-3001.1 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. 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 intons, 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. 2022 Asphalt Overlays/Holcomb 5 - 26 April 25, 2022 Project Number: 22-3001.1 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. 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 2022 Asphalt Overlays/Holcomb 5 - 27 April 25, 2022 Project Number: 22-3001.1 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. 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 2022 Asphalt Overlays/Holcomb 5 - 28 April 25, 2022 Project Number: 22-3001.1 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 manufacturers 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 manufacturers 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: 1. 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. 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 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 ahigh place in the HMA, the pavement surface shall be corrected by one of the followingmethods: 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. 2022 Asphalt Overlays/Holcomb 5 - 29 April 25, 2022 Project Number: 22-3001.1 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 dueto the Contractor the sum of $500.00 for each and every section of single traffic lane100 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. 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. Planing limits may be 1 foot away from adjacent to extruded curb. Planing adjacent to existing extruded curb shall not disturb the existing extruded curb. Any extruded curb damaged during planing shall be replaced at the contractors expense. 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 2022 Asphalt Overlays/Holcomb 5 - 30 April 25, 2022 Project Number: 22-3001.1 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 Contractors 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. The Contractor is solely responsible for any damage to equipment resulting from the Contractors failure to conduct a pre-planing metal detection survey, or from the Contractors 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: 2022 Asphalt Overlays/Holcomb 5 - 31 April 25, 2022 Project Number: 22-3001.1 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, and no trolley service is impacted, 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. 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 operations 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 operations 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 2022 Asphalt Overlays/Holcomb 5 - 32 April 25, 2022 Project Number: 22-3001.1 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 days traffic control as it relates to the specific requirements of that days 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 days planing, and paving. 2. A copy of each intersections 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 days 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. 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 days 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 2022 Asphalt Overlays/Holcomb 5 - 33 April 25, 2022 Project Number: 22-3001.1 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 days 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. 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 days 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. 2022 Asphalt Overlays/Holcomb 5 - 34 April 25, 2022 Project Number: 22-3001.1 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 withSection5-04. 5-04.4 Measurement HMA for Full Width Overlay Class 1/2, PG 58V-22 and HMA Class 1/2", 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 ofthe mixture. If the Contractor elects to remove and replace mix as allowed by Section5- 04.3(11), the material removed will not be measured. Speed Cushion shall be measured per each speed cushion installed as shown on the plans and Kent Standard Plans 6-29a and 6-29b (Traffic Calming Speed Cushion). The speed cushion improvements across the entire roadway width including the shaping for the wheel paths, tack coat, and the pavement markings shown on Kent Standard Plan 6-29a shall be counted as one speed cushion. Speed cushion street signs shown on Kent Standard Plan 6-29a will be installed by the City. Raised Crosswalk shall be measured per each raised crosswalk installed as shown on the plans and Kent Standard Plans 6-29c, 6-29d, and 6-29e (Traffic Calming Raised Crosswalk) including tack coat and all the pavement markings shown on Kent Standard Plans 6-29c and 6- 29e. Street signs shown on Kent Standard Plans 6-29c and 6-29e will be installed by the City. Asphalt Interlay Fabric will be measured by the square yard of asphalt surface area reinforced with fabric, which is satisfactorily covered, sealed and accepted. PG Tack for Pavement Reinforcement will be measured by the gallon of material for the installation of Asphalt Interlay Fabric, which is properly applied, satisfactorily confirmed proper application rate with required documentation, and accepted by the Engineer. 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. 2022 Asphalt Overlays/Holcomb 5 - 35 April 25, 2022 Project Number: 22-3001.1 Asphalt Cost Price Adjustment will be calculated 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. 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 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 months progress payment. 2022 Asphalt Overlays/Holcomb 5 - 36 April 25, 2022 Project Number: 22-3001.1 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 for Full Width Overlay Class 1/2, PG 58V-22 shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 for full width overlay paving and asphalt thickened edge work, except for those costs included in other bid items 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 HMA Class 1/2, PG 58V-22 shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 for pavement repair, pavement patching for curb and gutter replacement, and pre-leveling work, except for those costs included in other bid items 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 square yard for Planing Bituminous Pavement shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). This includes but is not limited to complete compensation for all materials, tools, equipment and labor necessary or incidental to plane/grind the thickness specified on the plans for full width overlay and pavement repair areas, clean, sweep, haul, stockpile or dispose of the asphalt 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. The areas of planing shown on the plans may be modified by the Engineer based on the condition of the existing pavement. Payment shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. Where the plans or the Engineer direct the Contractor to plane pavement at a thickness greater than two (2) inches (e.g. pavement repair areas, transitions, etc.), Planing Bituminous Pavement shall be paid according to the following formula: actual depth in inches (square yards) x 2 inches = quantity For example, if the Contractor is directed to plane pavement 8 inches thick and 100 square yards then the quantity would be: 8 100 SY x 2 = 400 SY No other compensation shall be allowed. No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the Contract. Asphalt Cost Price Adjustment, by calculation. 2022 Asphalt Overlays/Holcomb 5 - 37 April 25, 2022 Project Number: 22-3001.1 The unit contract price per each for Speed Cushion shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install a 4 inch height traffic calming speed cushion including emergency vehicle gaps as shown on the plans and Kent Standard Plans 6-29a and 6-29b, except for costs included in other bid items on the bid proposal form. All pavement marking costs for pavement markings to be installed per Kent Standard Plans 6-29a and 6-29b shall be included in the unit cost per each for “Speed Cushion”. Speed cushion street signs shown on Kent Standard Plan 6-29a will be installed by the City. The unit contract price per each for Raised Crosswalk shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install a traffic calming raised crosswalk as shown on the plans and Kent Standard Plans 6-29c, 6-29d, and 6-29e, except for costs included in other bid items on the bid proposal form. All pavement marking costs for pavement markings to be installed per Kent Standard Plans 6-29c, 6-29d, and 6-29e shall be included in the unit cost per each for “Raised Crosswalk”. Street signs shown on Kent Standard Plans 6-29c and 6-29e will be installed by the City. 5-05 CEMENT CONCRETE PAVEMENT SECTION 5-05.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.2 Materials Stamped cement concrete type 1 pavement shall be New Brick Running Bond pattern from texture mats and touch-up skins available from Butterfield Color, phone 1-800-282-3388, or approved equal. New Brick Running Bond Pattern surface texture shall be achieved using imprinting texture, stencils, detailing tools to create a running bond pattern of new brick shapes with grout lines. Edges shall be sharp. Corners shall be square. Stamped cement concrete type 1 pavement shall have a two-step color and sealer (including additive) application, as follows: Butterfield Color® Perma-Shake® Color Hardener P15 Brick Red Butterfield Color ® Perma-Cast® Antiquing Release R19 Russet Butterfield Color® Clear-Guard Cure & Seal All stamped cement concrete pavement shall have a minimum compressive strength of 3,500 psi. All stamped cement concrete pavement shall be classified as a 3-day mix. Portland cement shall conform to ASTM C 150 Type II. Aggregates shall conform to ASTM C 33. Mixing water shall be fresh, clean and potable. An air-entraining agent complying with ASTM C 260 shall be 2022 Asphalt Overlays/Holcomb 5 - 38 April 25, 2022 Project Number: 22-3001.1 used to achieve an entrained air content for the particular concrete mix used in accordance with the published recommendations of the Portland Cement Association and the American Concrete Institute. No admixtures containing calcium chloride are permitted. SECTION 5-05.3(11) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3(11) Finishing Stamped cement concrete type 1 shall consist of stamped cement concrete pavement as detailed on plans and as specified in these Special Provisions. Color hardener and antique release shall be applied evenly to the surface of fresh concrete, and sealer with additive applied according to the manufacturers specifications. Catalog product cut sheets for color hardener, antique release and sealer shall be submitted to Engineer for approval. The final layout shall be determined in the field and approved by Engineer. Qualified and competent workman shall have a minimum five (5) years of work experience for same paving type installation of stamped concrete. Asphalt mastic joint fillers shall be 3/8 x 4 and of the same material as that used in the curb with matching expansion joint locations. SECTION 5-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.4 Measurement Stamped Cement Concrete Type 1 Pavement shall be measured per square yard of completed stamped cement concrete surface. SE SECTION 5-05.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-05.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: The unit contract price per square yard for Stamped Cement Concrete Type 1 Pavement constitutes complete compensation for all materials, labor, tools and equipment necessary to install Stamped Cement Concrete Type 1 Pavement as shown on the plans and in accordance with the Kent Special Provisions. All materials including concrete pavement, stamping tools, color hardener, color release agent, sealer, joints, grouting, labor, and tools required by the manufacturer to complete the stamped cement concrete type 1 pavement shall be included in this bid item. 2022 Asphalt Overlays/Holcomb 7 - 1 April 25, 2022 Project Number: 22-3001.1 DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe .................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) ............... 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment 2022 Asphalt Overlays/Holcomb 7 - 2 April 25, 2022 Project Number: 22-3001.1 Storm Sewer Pipe, 8 Inch Diameter Ductile Iron Storm Sewer Pipe, Inch Diameter Class 50 The unit contract price per lineal foot for the items above shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 4-1, 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. All manholes and Type II and III CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: WSDOT Standard Plan B-30.70 New lids shall read SEWER for sanitary sewer or DRAIN for storm sewer drain. Manhole shall be bolt down. 2022 Asphalt Overlays/Holcomb 7 - 3 April 25, 2022 Project Number: 22-3001.1 Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15 Alternative 1. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: “OUTFALL TO STREAM, DUMP NO POLLUTANTS” SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame 2022 Asphalt Overlays/Holcomb 7 - 4 April 25, 2022 Project Number: 22-3001.1 for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 7-05.3(6) Storm Drain Marking The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button: 2022 Asphalt Overlays/Holcomb 7 - 5 April 25, 2022 Project Number: 22-3001.1 The Contractor is responsible for installation of the buttons. Markers for publicly owned catch basins will be provided by the City. 7-05.3(7) Relocate Existing Catch Basin The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment Catch Basin, Type 1 , per each Catch Basin, Type 1L , per each The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. The unit contract price per each for Replace Existing Catch Basin Frame and Grate with ADA Locking Frame and Grate constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to replace the existing frame and grate, adjusting to the planed grade, and adjusting to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavating, dewatering, backfilling, compacting, surface restoration, removing and disposing the existing frame and grate, and providing and installing the new ADA compliant frame and grate. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. Replace Existing Manhole Circular Frame and Cover and Adjust to Finished Grade Replace Existing Manhole Rectangular Frame and Cover with Circular Frame and Cover and Adjust to Finished Grade The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing frame and cover and furnish and install the new frame and locking cover as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover by adding or removing risers, grade 2022 Asphalt Overlays/Holcomb 7 - 6 April 25, 2022 Project Number: 22-3001.1 rings, sections, and square to round convertor (as required) to match the grade. Any adjustments made prior to the final finished elevation shall be considered incidental. Any frames, covers, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. Replace Existing Catch Basin Rolled Frame and Grate with Rectangular Frame and Grate Replace Existing Catch Basin Frame and Grate and Adjust to Finished Grade The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to replace the existing frame and grate, adjusting to the planed grade, and adjusting to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavating, dewatering, backfilling, compacting, surface restoration, removing and disposing the existing frame and grate, and providing and installing the new frame and grate. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for Manhole Circular Frame and Cover constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new bolt down circular frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. Vaned Catch Basin Frame and Grate Catch Basin Rectangular Frame and Solid Cover The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials 2022 Asphalt Overlays/Holcomb 7 - 7 April 25, 2022 Project Number: 22-3001.1 used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturers specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturers recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt ............................... 5-04.2 Cement Concrete Pavement .............. 5-05.2 Culvert Pipe .................................... 7-02.2 Storm Sewers ................................. 7-04.2 Manholes, Inlets and Catch Basins...... 7-05.2 Sanitary Sewer ................................ 7-17.2 Side Sewers .................................... 7-18.2 Crushed Surfacing ........................... 9-03.9(3) Gravel Backfill for Pipe Zone Bedding .. 9-03.12(3) Gravel Borrow ................................. 9-03.14(1) Foundation Material Class I and II ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03.19 7-08.3 Construction Requirements SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, 2022 Asphalt Overlays/Holcomb 7 - 8 April 25, 2022 Project Number: 22-3001.1 complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to 2022 Asphalt Overlays/Holcomb 7 - 9 April 25, 2022 Project Number: 22-3001.1 mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturers recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2022 Asphalt Overlays/Holcomb 7 - 10 April 25, 2022 Project Number: 22-3001.1 7-08.3(2)J Pipe Laying - PVC For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and 2022 Asphalt Overlays/Holcomb 7 - 11 April 25, 2022 Project Number: 22-3001.1 crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment Pipe Zone Bedding shall be paid for under bid item Crushed Surfacing Top Course, 5/8 Inch Minus per section 4-04.5. Bank Run Gravel for Trench Backfill shall be paid for under bid item Gravel Borrow, Including Haul and Compaction per section 4-03.5. 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: Valve Boxes .................................. 9-30.3(4) 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. 2022 Asphalt Overlays/Holcomb 7 - 12 April 25, 2022 Project Number: 22-3001.1 All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. The Contractor shall coordinate with the following outside utility purveyor to adjust their corresponding utilities . Project Area Purveyor SE 196th St. 124th Ave Soos Creek Water and Sewer District Nate Miller 425-531-4116 253-797-1049 S 268th St. Highline Water District 206-824-0375 SE 256th St. 132nd Ave SE 144th Ave SE SE 263rd St 148th Ave SE Lake Meridian Water District Brent Lewis 253-631-3860 253-495-8994 (cell) Note: Water valves adjustment in these water service area are out of the Projects scope of work and not included in the bid proposal. 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 2022 Asphalt Overlays/Holcomb 7 - 13 April 25, 2022 Project Number: 22-3001.1 On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement 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 price bid per each for Replace Existing Valve Box Top Section and Lid constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7. 7-15 SERVICE CONNECTIONS SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of Adjust Existing Meter Box to Finished Grade will be made per each. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 Payment The unit contract price per each for Adjust Existing Meter Box to Finished Grade constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to adjust the meter box to final grade at the locations shown on the plans and described in the specifications. 2022 Asphalt Overlays/Holcomb 8 - 1 April 25, 2022 Project Number: 22-3001.1 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 citys 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: Seed .................................... 9-14.3 Fertilizer ............................... 9-14.4 Mulch and Amendments .......... 9-14.5 Tackifier ............................... 9-14.5(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The Contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, 2022 Asphalt Overlays/Holcomb 8 - 2 April 25, 2022 Project Number: 22-3001.1 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 Engineers review and approval, the following, as necessitated by the work: 1. Spill Prevention Control and Countermeasures Plan 2. Name and contact info for Contractors 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 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. 2022 Asphalt Overlays/Holcomb 8 - 3 April 25, 2022 Project Number: 22-3001.1 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 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 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. 2022 Asphalt Overlays/Holcomb 8 - 4 April 25, 2022 Project Number: 22-3001.1 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) Item Bids 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. The unit bid price per lineal foot for Filter Fabric Fence constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct 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. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word provide means furnish and install (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the 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 2022 Asphalt Overlays/Holcomb 8 - 5 April 25, 2022 Project Number: 22-3001.1 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 Plant Materials .......................................... 9-14.7 Street Trees ............................................. 9-14.7(1)A Stakes, Guys and Wrapping ....................... 9-14.8 Tree Ties ................................................. 9-14.8(1) Water for Plants........................................ 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in Hortus Third or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. 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: 2022 Asphalt Overlays/Holcomb 8 - 6 April 25, 2022 Project Number: 22-3001.1 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. 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. 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 2022 Asphalt Overlays/Holcomb 8 - 7 April 25, 2022 Project Number: 22-3001.1 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 within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 2022 Asphalt Overlays/Holcomb 8 - 8 April 25, 2022 Project Number: 22-3001.1 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealers guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealers guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.3 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01.3(11)A and 9-14.5. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.4 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 2022 Asphalt Overlays/Holcomb 8 - 9 April 25, 2022 Project Number: 22-3001.1 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 lbs/acre of Mix A unless otherwise directed by Engineer. Fertilizer 400 lbs/acre Wood Fiber 2,000 lbs/ acre Tackifier 80 lbs/acre 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)A IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(11)A Mulch for Seeding Areas Wood cellulose fiber mulch conforming to Section 9-14.5(10) of the Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. 2022 Asphalt Overlays/Holcomb 8 - 10 April 25, 2022 Project Number: 22-3001.1 Mulch of the type specified in Section 9-14.5 shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01.3(9)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-02.3(11)B IS REVISED AS FOLLOWS: 8-02.3(11)B Bark or Woodchip 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. SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement 2022 Asphalt Overlays/Holcomb 8 - 11 April 25, 2022 Project Number: 22-3001.1 The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per cubic yard for Topsoil Type A constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. The unit contract price per cubic yard for Wood Chip Mulch constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the wood chip mulch in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking the wood chip mulch and cleanup. The unit contract price per force account for Landscape Restoration constitutes complete compensation for all labor, materials, tools and equipment necessary to restore damage landscape as directed by the Engineer. This bid item shall not be used unless directed by the Engineer. 8-03 IRRIGATION SYSTEMS SECTION 8-03.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.1 Description 2022 Asphalt Overlays/Holcomb 8 - 12 April 25, 2022 Project Number: 22-3001.1 The work shall consist of removal/ repair and modification of existing irrigation systems and installation of new components as necessary to accommodate the new improvements. Irrigation systems may exist at various locations within the project area. The design and actual configuration of these systems is unknown. As these systems are located in the field, the extent of the work and materials needed will be determined to keep the remaining portions of these systems operational. SECTION 8-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-03.3 Construction Requirements The Contractor shall submit to the City a schematic plan of the work to be done and the components to be installed for review and approval prior to proceeding with the work. SECTION 8-03.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.5 Payment The bid item Existing Irrigation Systems Repair and/or Modification 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, tools, materials and equipment necessary to complete the work described above as approved by the City. This item also includes all costs to test the existing irrigation system to determine if the system is operational. If the Contractor fails to test an irrigation system and the property owner claims the system was operational before the system was removed or modified, the Contractor shall replace, restore or repair the irrigation system at the Contractors sole expense. This item also includes all costs to submit plans and obtain approval from the City for the work to be completed. 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 Prior to removal of cement concrete curbs, gutter and spillways, the Contractor must place a flow line offset to confirm that curb and gutter are constructed to its original location. 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. 2022 Asphalt Overlays/Holcomb 8 - 13 April 25, 2022 Project Number: 22-3001.1 Curb, curb and gutter, and depressed curb and gutter at ramps and driveway entrances shall be constructed per Kent Std Plan 6-33. Pedestrian curb shall be constructed per WSDOT Std Plan F-10.12. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Pedestrian Curb Cement Concrete Curb and Gutter Cement Concrete Rolled Curb and Gutter The unit contract price per linear foot for Cement Concrete Extruded Curb shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. This price shall include any transitions from rolled curb to vertical curb. The unit contract price per linear foot for Painting Traffic Curb shall be considered complete compensation for all materials, labor, tools, and equipment required to paint the cement concrete curb in accordance with the plans, specifications and as directed by the engineer. This bid item includes removing the peeled paint from the existing curbs and cleaning the curbs before painting to the point of satisfaction of engineer. New extruded curb shall be painted white and repainting of existing curb shall be white unless the existing curb is yellow, then it shall be yellow. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. See Kent Standard Plan 6-42. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 3-day mix. In addition, the Contractor shall immediately implement temporary provisions for access so that no driveway is out of service. Also the Contractor shall not simultaneously work on more than one driveway serving a property. SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.5 Payment The unit contract price per square yard for Cement Concrete Driveway, 6 Inch Depth constitutes complete compensation for all materials, labor and equipment required to install 6 8 thick cement concrete driveway in accordance with the plans and specifications. Reinforcing 2022 Asphalt Overlays/Holcomb 8 - 14 April 25, 2022 Project Number: 22-3001.1 steel in the driveway shall be included in this bid item. Reference Kent Standard Plan 6-42. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74. 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Contractor shall be responsible for referencing and documenting all existing pavement markings. Please note, 124th Ave SE, S 248th St and S 268th St. channelization shall match the channelization shown on the plans and will not be replaced in kind. The Contractor's referencing plans shall indicate reference points and offsets taken at consistent intervals sufficient to restore all pavement markings to original configuration within two inches unless otherwise noted on the plans. The Contractor shall demonstrate to the Engineer that referencing has been accomplished prior to performing any work which will remove or cover the existing markings. 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. All channelization shall conform to Kent Standard plan 6-74. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1. Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2022 Asphalt Overlays/Holcomb 8 - 15 April 25, 2022 Project Number: 22-3001.1 2. Remove all sand, or other waste materials deposited on the pavement, or within the Citys 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. 8-10 GUIDE POSTS SECTION 8-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.1 Description This work shall consist of furnishing and installing traffic pylons and traffic plastic curb with flexible posts. SECTION 8-10.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.2 Materials The pylons shall be constructed of UV-stabilized thermoplastic polyurethane (TPU). Pylons shall comply with Section 9-17.3 and conform to the dimension in the Plans. Reflective sheeting shall be one of the following preapproved products: 3M High Intensity Sheeting Reflexite PC 1 000 Dura-brite 2022 Asphalt Overlays/Holcomb 8 - 16 April 25, 2022 Project Number: 22-3001.1 Plastic Curb shall be Impact Recovery Systems- Tuff Curb or approved equal. Flexible Post shall be Impact Recovery Systems- Tuff Post -Flexible Posts or approved equal. The flexible posts shall be consisting of a post and fixed base connected by anti-twist reactive spring assembly to return the post to upright position after impact. The post shall be manufactured by flexible polypropylene plastic, 2.375- inch diameter, yellow color, and 36-inch height with black cap on Tops, with two bands of diamond grade yellow reflective bands. SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.3 Construction Requirements The pylon system shall be a surface mounted assembly that uses a separate base with a detachable pylon held in place by means of a locking device as shown in the Plans. Installation of the pylon devices shall be with a bituminous adhesive meeting the requirements of 9-02.1 (8) rather than the epoxy adhesive specified in Section 9-26. The bituminous adhesive shall not be heated above the maximum safe heating temperature recommended by the manufacturer and shall not be applied at temperature greater than 425 degrees F nor less than 375 degrees F. Plastic Curb and Flexible post components shall be installed and connected together according to the manufacturers instructions. The plastic curb shall be compatible with the flexible posts. The plastic curb and flexible posts shall be installed together to perform as one traffic device system. One flexible post shall be installed in each plastic curb section. The plastic curb shall be installed by using anchors. SECTION 8-10.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.4 Measurement Traffic pylon will be measured by the unit for each pylon furnished and installed. Flexible post will be measured by the unit for each flexible post furnished and installed. Plastic curb shall be measured by linear foot along the line of complete plastic curb including the tapered end cap. SECTION 8-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2022 Asphalt Overlays/Holcomb 8 - 17 April 25, 2022 Project Number: 22-3001.1 8-10.5 Payment The unit contract price per each for "Traffic Pylon" constitutes complete compensation for all materials, labor, anchors, bolts, tools and equipment necessary for furnish and install the traffic pylon as shown on the drawings and in accordance with the Kent Special Provisions. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. The 6 wide gate shall conform to Standard Plan 5-23 and shall be black vinyl coated. The existing top rail of the relocated fence shall be replaced with tension wire per WSDOT Standard Plan L-20.10-03 8-12.3 Construction Requirements SECTION 8-12.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(1) Chain Link Fence and Gates Existing fences and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall meet the requirements shown in the plans or as directed by the Engineer. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Remove and restore fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Measurement for payment will be between the closest posts which remain undisturbed by the work. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment The unit contract price per linear foot for Remove and Restore Fence, shall be considered complete compensation for all materials, labor, tools and equipment required to remove, restore the existing fence 2022 Asphalt Overlays/Holcomb 8 - 18 April 25, 2022 Project Number: 22-3001.1 including furnishing and installing new posts at the location shown on the plans and replacing the existing top rail with tension wire. The unit contract price per each for Black Vinyl Coated 6 Single Chain Link Gate, In Place (6 High), shall be considered complete compensation for all materials, labor, tools and equipment required to remove, restore the existing fence including furnishing and installing new posts at the location shown on the plans. 8-13 MONUMENT CASES SECTION 8-13.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.2 Materials New case riser for existing monument case and cover shall be: East Jordan Iron Works Riser Part No. 00369594 (2-7/8) for existing 9-1/2 diameter case, East Jordan Iron Works Riser Part No. 00369094 (3) for existing 8 diameter case, FogTite 3 Riser (6#) for existing FogTite case. SECTION 8-13.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.3 Construction Requirements The actual survey monument is not to be disturbed. If the existing survey monument gets damaged or destroyed, the contractor shall contact the Engineer and is responsible for installing a new monument, case, and cover. The monuments case and cover shall be lowered prior to overlay. Install a new riser and adjust the case and cover to finished grade after the overlay. If a case and cover cannot be lowered, as determined by the Engineer, the contractor shall plane around the existing case and cover. Where the overlay will be placed on existing pavement without planing the contractor shall protect the existing case and cover and install new riser case and cover to finished grade. For monument case riser installation, the Contractor shall assume the following riser quantities: 43 9-1/2 diameter risers 22 8 diameter risers 2 FogTite risers SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment The unit contract price per each for Install New Riser for Monuments Case and Cover and Adjust to Finished Grade constitutes complete 2022 Asphalt Overlays/Holcomb 8 - 19 April 25, 2022 Project Number: 22-3001.1 compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to protect the existing monument and adjust the monuments case and cover to finished grade with furnishing and installing a new riser as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 6-72a and 6-72b. 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. 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. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using 2022 Asphalt Overlays/Holcomb 8 - 20 April 25, 2022 Project Number: 22-3001.1 standard masonry practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow except where shown as black on the plans. The black DWS shall be black. All other DWS 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 The detectable warning surface 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: Cement Concrete Sidewalk, per square yard Cement Concrete Sidewalk Ramp Type , per each The unit contract 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 wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; furnish and install the Detectable Warning Surfaces (DWS) and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. 8-18 MAILBOX SUPPORT SECTION 8-18.3 IS REVISED AS FOLLOWS: 8-18.3 Construction Requirements THE SECOND PARAGRAPH IS REPLACED WITH THE FOLLOWING: The existing mailboxes are to be relocated to accommodate the new construction. Within 12 hours of being removed, existing mailboxes shall be reset at a temporary or permanent location. See Kent Standard Plan 6-70. New supports shall be in accordance with WSDOT Standard Plans H- 70.10-01, and H-70.20-01. 2022 Asphalt Overlays/Holcomb 8 - 21 April 25, 2022 Project Number: 22-3001.1 To provide ADA compliance, mailboxes in sidewalk shall have HMA bid item 1095 installed 1 in the traveled pathway instead of Cement Concrete sidewalk to alert visually impaired users of the protrusion. This HMA shall be 2 thick and have CSTC underneath at a thickness needed to match the sidewalk grade. THE THIRD PARAGRAPH IS REPLACED WITH THE FOLLOWING: New mailbox supports which are not to be installed within sidewalks or walkways, shall be backfilled with adjacent native material and compacted to the satisfaction of the Engineer. Mailbox supports which are to be installed within sidewalks or walkways shall be enclosed within 8 inch diameter PVC sleeves and then backfilled with adjacent native material and compacted to the satisfaction of the engineer. SECTION 8-18.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-18.4 Measurement Remove and Reset Existing Mailbox will be measured per each mailbox support relocated and installed in its permanent location including all the mailboxes on the support. No payment will be made for installing the mailbox support in a temporary location. The installation of the mailbox support in a temporary location shall be considered incidental with the bid item price. SECTION 8-18.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-18.5 Payment The unit contract price per each for Remove and Reset Existing Mailbox shall constitute complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and reset the existing mailbox and support as shown on the plans and described in the specifications. This item includes resetting at a temporary location if required and later resetting to the existing or the new permanent location. The bid item price shall include all bolts, concrete foundation, and all other materials needed. The temporary and the new permanent locations for the mailbox support shall be approved by engineer prior to installation. 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 2022 Asphalt Overlays/Holcomb 8 - 22 April 25, 2022 Project Number: 22-3001.1 plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. SECTION 8-20.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3 Construction Requirements Temporary video detection system shall be removed upon installation of associated traffic loop detectors and all hardware shall become property of the City. 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: 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 trench for conduit shall not be excavated wider than necessary for the proper installation of the electrical conduit. 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 SECTION 8-20.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes Slip-resistant surfaces (non-skid) shall have a static coefficient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebec1 (their most aggressive surface) manufactured by IKG Industries, SlipNOT Grade 3 coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 2022 Asphalt Overlays/Holcomb 8 - 23 April 25, 2022 Project Number: 22-3001.1 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(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(14) Temporary Video Detection System Temporary video detection systems shall be completely installed, property aimed, calibrated, and made operational prior to any associated induction loop being disabled at an intersection. Coordination with the contractors start date will be required in order to install the temporary detection system before saw cutting the curb ramp radius. 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 16 foot centers. ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK. SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be CrafcoTM Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturers recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable 2022 Asphalt Overlays/Holcomb 8 - 24 April 25, 2022 Project Number: 22-3001.1 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 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per each for Junction Box, Type 1 constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install junction boxes including but not limited to excavation, backfill, setting to grade, slip-resistant lids and welding the lids shut at the locations shown on the plans. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for Remove and Replace Type 1 Junction Box constitutes complete compensation for all labor, materials, and equipment necessary or incidental to remove, furnish and install new junction boxes including but not limited to excavation, backfill, setting to grade, slip-resistant lids, new stub-out required to relocate the existing box, and welding the lids shut at the locations shown on the plans. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for Adjust Existing Junction Box to Finished Grade constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. 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 price shall include but not be limited to: saw cutting the pavement; the first 40 lineal feet of lead-in wire, sealing; connect new wiring to existing home run cable; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any sealing, and 2022 Asphalt Overlays/Holcomb 8 - 25 April 25, 2022 Project Number: 22-3001.1 restoration needed for loop and wire installation. Reference Kent Standard Plans 6-98 and 6-99. 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 price shall include but not be limited to: saw cutting the pavement; wiring; sealant; connect new wiring to existing home run wire in the existing junction box; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any sealing and restoration needed for loop and wire installation. Please note, this bid item will be paid based on the lineal footage of saw cutting, regardless of the lineal footage or number of lead-in wire. Measurement begins after the first 40 of individual loop home run cable and saw cut or after two or more loop wire/cuts are combined together to form a lead in. The unit contract price per each for Concrete Foundation with Pelco Anchor Bolt Cage shall constitute complete compensation for all labor, tools, materials, supplies necessary to install a new concrete foundation including stub out to junction box, in the approximate location as shown on the plans and determined by the Engineer in field. This foundation shall conform to WSDOT Standard Plan J-21.10 round concrete foundation detail but the anchor bolt assembly shall match the Pelco base as described in section 9-29.6(5) and shall include all associated hardware needed to install a base. This bid item does not include a rapid flashing beacon pole or base but does include everything needed to install a pole and base to the poured foundation. The unit contract price per lineal foot for Conduit Pipe 2 Inch Diameter Schedule 80 PVC shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the conduit at the locations shown on the plans and described in the specifications. The bid item price shall include but is not limited to: trench excavation, unsuitable material excavation, hauling and disposal, dewatering, cleanup, backfilling and compaction, fitting, testing, surface restoration, and connection to junction boxes and vaults. The unit contract bid price per ton for Sand for Conduit Bedding shall constitute complete compensation for all materials, equipment, tools and supplies necessary to furnish and install the sand for bedding the conduit as shown on the plans and as specified herein. The lump sum contract price for Installation and Connections- City Owned Video Detection Camera constitutes complete compensation for the installation and connection of the city owned video detection camera in the intersection of 196th St. and 108th Ave and 132nd Ave SE and Kent-Kangley Rd. This bid item also includes all wiring and connections, testing, sighting adjustment, and all other components 2022 Asphalt Overlays/Holcomb 8 - 26 April 25, 2022 Project Number: 22-3001.1 necessary for the fully functional detection system as directed by the engineer. All additional materials not shown in the plans or called for herein and which are required to complete the video detection system installation shall be included in the unit contract price of this bid item. This item also includes removal of the system after new loops are installed and connected and delivery to City Signal Shop. The contractor shall coordinate this work with the Citys signal engineer and the engineer. The unit contract price per each for Pedestrian Push Button System Complete with Posts shall constitute complete compensation for all labor, tools, materials, supplies necessary to install a new accessible breakaway pedestrian pushbutton posts with breakaway foundation and APS pushbutton system as shown on the plans and WSDOT specifications. This bid item shall include but not be limited to: new concrete foundation, furnish and install new posts, brackets, wiring, conduits, trenching, concrete foundations, signs, APS pushbuttons, fittings, brackets, testing, labor and industry inspection, removal of existing conflicting equipment, and all other items required for a fully functional system. The bid item price shall include all electrical connections to the junction boxes. 8-21 PERMANENT SIGNING 8-21.2 Materials SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: All signs and new posts installed on project shall conform to Kent Standard Plans 6-82a-6-84. 8-21.3 Construction Requirements SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240th Street (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractors operation. Also see Section 2-02.3 of the Kent Special Provisions. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2022 Asphalt Overlays/Holcomb 8 - 27 April 25, 2022 Project Number: 22-3001.1 8-21.3(5) Sign Relocation Relocated signs shall be installed on new Telespar metal posts as detailed in Std. Plans 6-82a-6-84, unless otherwise specified on the plans or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per each for Permanent Signing Including Post and Foundation shall constitute complete compensation for all labor, materials, supplies, tools and equipment necessary to supply and install the traffic sign as shown on the plans and described in the specifications. This bid item shall include but is not limited to: providing and installing the concrete foundation, sign, post and cleanup. The unit contract price per each for Remove Existing Sign shall constitute complete compensation for all labor, materials, supplies, tools and equipment necessary to remove and dispose of the traffic sign as shown on the plans and described in the specifications. The unit contract price per each for Relocate Existing Sign constitutes complete compensation for all labor, materials, supplies and equipment necessary to either remove, temporarily alter, replace foundation, replace existing wood or damaged post with Telespar metal post, disposal of replaced post, relocate and reinstall traffic and/or informational signs as shown on the plans or directed by engineer and described in the specifications. 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 parallel SOLID WHITE lines, 10-feet long, 24 inches wide, and aligned parallel with the direction of traffic. Pairs are located as shown in Kent Standard Plan 6-75. THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or skip pattern shall be based upon the Citys 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case 2022 Asphalt Overlays/Holcomb 8 - 28 April 25, 2022 Project Number: 22-3001.1 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 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 MMAX AREA MARKINGS WITH CORUNDUM (Type D - Liquid Cold Applied Methyl Methacrylate with Corundum) shall be used when applying the following pavement markings. Plastic Bike Lane Symbols All other pavement markings installed in sidewalks and pedestrian pathways for the purpose of directing cyclists. 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 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 ( 2022 Asphalt Overlays/Holcomb 8 - 29 April 25, 2022 Project Number: 22-3001.1 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 6-74. 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 The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from 2022 Asphalt Overlays/Holcomb 8 - 30 April 25, 2022 Project Number: 22-3001.1 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 Engineers decision to adjust the method of payment for damaged paint stripes. The Engineers 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. 2022 Asphalt Overlays/Holcomb 8 - 31 April 25, 2022 Project Number: 22-3001.1 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. Non-profiled. Bike Lane Line - A solid white line 8 inches wide that is used to delineate a bike lane adjacent general purpose lanes. Non-profiled. 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. Non- profiled. 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, 8-feet long as shown in Kent Standard Plan 6-75. 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 letters 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. 2022 Asphalt Overlays/Holcomb 8 - 32 April 25, 2022 Project Number: 22-3001.1 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 White Edge Line Paint Stripe and Double Yellow Centerline Paint Stripe shall be measured by the completed linear foot. 2022 Asphalt Overlays/Holcomb 8 - 33 April 25, 2022 Project Number: 22-3001.1 The measurement for Single Solid Plastic Edge Line, Single Dotted Plastic Edge Line, Plastic Stop Line (12 Inch Wide), Plastic Stop Line (24 Inch Wide), Plastic Bike Lane Line, Plastic Dotted Bike Lane Line, and Plastic White Line 4 Inch Wide shall be measured by the completed linear foot. The measurement for the following shall be measured by the completed linear foot: “Single Solid Plastic Edge Line” “Plastic Double Yellow Centerline” “Profiled Plastic Double Yellow Centerline” “Plastic Stop Line (24 Inch Wide)” “Painted Bike Lane Line” “Plastic Bike Lane Symbol With Arrow” “White Edge Line Paint Stripe” “Double Yellow Centerline Paint Stripe” “Painted Wide Line” “TWLTL Paint Line” The measurement for all painted and profiled plastic lines (stripes) will be based upon a marking system capable of simultaneous application of two 4-inch lines with one 4-inch space between the two lines. No deduction will be made for the unmarked area when the pavement marking includes a skip stripe; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. SECTION 8-22.5 IS 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: Single Solid Plastic Edge Line, per linear foot Plastic Double Yellow Centerline, per linear foot Profiled Plastic Double Yellow Centerline, per linear foot Plastic Stop Line (24 Inch Wide), per linear foot Painted Bike Lane Line, per linear foot Plastic Bike Lane Symbol With Arrow, per each White Edge Line Paint Stripe, per linear foot Double Yellow Centerline Paint Stripe, per linear foot Painted Wide Line, per linear foot TWLTL Paint Line, per linear foot All pavement marking costs for pavement markings to be installed per Kent Standard Plans 6-29a and 6-29b (Traffic Calming Speed Cushion) shall be included in the unit cost per each for Speed Cushion. All pavement marking costs for pavement markings to be installed per Kent Standard Plans 6-29c, 6-29d, and 6-29e (Traffic Calming Raised 2022 Asphalt Overlays/Holcomb 8 - 34 April 25, 2022 Project Number: 22-3001.1 Crosswalk) shall be included in the unit cost per each for Raised Crosswalk. 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 the 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 8-23.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-23.5 Payment The lump sum cost for Temporary Pavement Marking Short Duration shall be full pay for all Work as specified. 2022 Asphalt Overlays/Holcomb 9 - 1 April 25, 2022 Project Number: 22-3001.1 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. 2022 Asphalt Overlays/Holcomb 9 - 2 April 25, 2022 Project Number: 22-3001.1 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: 2022 Asphalt Overlays/Holcomb 9 - 3 April 25, 2022 Project Number: 22-3001.1 9-03.21(1)D Recycled Glass (glass cullet) Recycle glass (glass cullet) shall not be used for any purposes. 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12 95 to 100 6 40 to 60 3 10 to 20 3/4 0 to 5 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, Scots broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractors expense. A. The soil shall meet the following requirements. 1. The mixed soil shall meet the following gradation: 2022 Asphalt Overlays/Holcomb 9 - 4 April 25, 2022 Project Number: 22-3001.1 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 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 2022 Asphalt Overlays/Holcomb 9 - 5 April 25, 2022 Project Number: 22-3001.1 Hydroseed: Seed shall be Blue Tag or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix 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% 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% 2022 Asphalt Overlays/Holcomb 9 - 6 April 25, 2022 Project Number: 22-3001.1 (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 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. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General All signs shall be reflectorized per Kent Standard plans 6-82 and 6-83 except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT NO PARKING ANYTIME SIGNS SHALL HAVE VIP SIGNS AND CLASS A 2022 Asphalt Overlays/Holcomb 9 - 7 April 25, 2022 Project Number: 22-3001.1 TEMPORARY DIAMOND GRADE RETRO-REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. NO PARKING ANYTIME signs shall have engineer grade retro-reflectorized sheeting. 9-28.14 Sign Support Structures SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.14(2) Steel Structures and Posts Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts and washers, shall be stainless steel conforming to Section 9-28.11, and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9-06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 104, including the appropriate supplemental requirements for grade and manufacturers identification, and charpy impact testing (15 foot- pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of 1-0 at the exposed end in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 2022 Asphalt Overlays/Holcomb 9 - 8 April 25, 2022 Project Number: 22-3001.1 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. 9-29.6 Light and Signal Standards SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRPH AT THE BEGINNING OF THIS SECTION: 9-29.6(2) Slip Base Hardware Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. SECTION 9-29.6(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 9-29.6(5) Foundation Hardware Concrete Foundation with Pelco Anchor Bolt Cage shall install Pelco Products Inc. Anchor Bolt Cage, Galv 3/4-10NC x 18 w/ 36 Rebar 13 Bolt Circle (model AP-1095-GLV). 9-29.12 Electrical Splice Materials SECTION 9-29.12(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the 2022 Asphalt Overlays/Holcomb 9 - 9 April 25, 2022 Project Number: 22-3001.1 wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchTM 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently- applied ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to 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. 2022 Asphalt Overlays/Holcomb A - 1 April 25, 2022 Project Number: 22-3001.1 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. STORM 5-1 Catch Basin Type I 5-3 Misc. Details for Drainage Structures 5-4 20x24 Catch Basin Frame 5-5 20x24 Vaned Grate 5-6 20x24 Bi-Directional Vaned Grate 5-9 20x24 Solid Catch Basin Cover 5-23 Driveway and Walk Gate for Ponds Only 5-31 Filter Fabric Fence 5-37 Storm Drain Markers STREET 6-29a Traffic Calming Speed Cushion (sheet 1 of 2) 6-29b Traffic Calming Speed Cushion (sheet 2 of 2) 6-29c Traffic Calming Raised Crosswalk (sheet 1 of 3) 6-29d Traffic Calming Raised Crosswalk (sheet 2 of 3) 6-29e Traffic Calming Raised Crosswalk (sheet 3 of 3) 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joint Example 6-35 Expansion and Contraction/Control Joints 6-39 Cement Concrete Sidewalk End Transitions 6-40 Sidewalk Thickened Edge and Raised Back of Sidewalk 6-42 Residential Cement Concrete Driveway Approach 6-44 Industrial Cement Concrete Driveway Approach Depressed Sidewalk 6-70a Mailbox Installation Type 1 (sheet 1 of 3) 6-70b Mailbox Installation Type 2 (sheet 2 of 3) 6-70c Mailbox Installation Type 1 and 2 (sheet 3 of 3) 6-72a Standard Monument, Monument Case, Cover and Riser 6-72b Alternate Diameter Monument Case Riser 6-74 Typical Lane Markings 6-75 Thermoplastic Crosswalk Markings 6-76 Thermoplastic Arrows, Stop Bars & Only Legend 6-79 Typical Pavement Markings 6-80 Symmetrical Left Turn Pocket Layout 2022 Asphalt Overlays/Holcomb April 25, 2022 Project Number: 22-3001.1 6-81 Left Turn Pocket at End of Two Way Left Turn Lane Layout 6-82a Sign Post Installation Type A 6-98 Induction Loop Details 6-99 Induction Loop Installation Notes 6-100 Induction Loop Placement NOTES: Y2" TO 9" EPENDING ,N FRAME ND GRATE EQUIRED FRAME AND GRATE SEE STANDARD PLANS 5-4 THRU 5-9 AND 5-12 ti� dp„ 5� 16" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT 6" WEIGHS 200 LBS. TWO #3 BAR HOOPS FOR 12" HEIGHT--)12" WEIGHS 580 LBS. RECTANGULAR ADJUSTMENT SECTION STATION AND OFFSET POINT WHEN DESIGN AND LAYOUT PROVIDED BY THE CITY OF KENT, UNLESS OTHERWISE NOTEC "'"' "' "" #3 BAR EACH CORNEI #3 BAR EACH SIDE #3 BAR EACH PRECAST BASE SECTION (WEIGHS 2170 LBS.) PIPE ALLOWANCES PIPE MATERIAL MAX. INSIDE DIAMETER ��� W �� REINFORCED OR OF hr1� PLAIN CONCRETE 12 ALL METAL PIPE 15" 38296 SOLID WALL PVC O� GIST (WSDOT STD. SPEC. 15" NAL 9-05.12(1)) 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M 199, (ASTM C 478, & ASTM C 890) UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO AASHTO M 221 (ASTM A 1064). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. 4. ALL JOINTS IN THE BRICKS, GRADE RINGS, RISERS AND CASTINGS SHALL BE SEATED IN MORTAR. PICK HOLES, CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. DEPTHS GREATER THAN 5 FEET REQUIRE UPSIZING TO A TYPE II STRUCTURE. 6. NON-CEMENTITIOUS MATERIALS ARE NOT ALLOWED IN SETTING OF FRAMES TO FINAL FINISH GRADE. PIPE SHALL NOT PROTRUDE MORE THAN 2" INTO STRUCTURE INSTALL MANHOLE ADAPTER,"SAND COLLAR" FOR PVC AND HDPE PIPES OR AS REQUIRED BY OTHER PIPE TYPES 18" (TYP.) 30" TYPICAL SECTION MORTAR (TYP.) 44" MORTAR (TYP.) 20" x 24", OR 24" DIAM. 2" CLR TYP. 20" x 24", OR 24" DIAM. 2" CLR TYP. #6 BARS @ 7" CENTERS BOTTOM FACE WITH 1" MIN. COVER S 6" OR 12" D. D , 2" TYP N 96" TOP SLAB 1" MIN. 2 1/2" MAX. ONE #3 BAR HOOP FOR 6" TWO #3 BAR HOOPS FOR AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS. #5 BARS @ 6" CENTERS BOTTOM FACE WITH 1" MIN. COVER 2" TYP. 72" TOP SLAB 1" MIN. 2 1/2" MAX. #4 BARS @ 6" CENTERS BOTTOM FACE WITH 1" 2" CLR. MIN. COVER TYP. i 20" x 24", OR it 24" DIAM. 20" ~{ 2" TYP. 48" & 54" TOP SLAB 34" ONE #3- T BAR HOOP 4" S" CIRCULAR ADJUSTMENT SECTION NOTES: 1. SLAB OPENING SHALL BE 24" X 20" FOR RECTANGULAR AND 24" DIAMETER FOR ROUND. �� OF WAS 2. SEE STANDARD PLAN 4 5 FOR STEP, LADDER AND GRADE RING. U 3. ONLY ONE STYLE OF CATCH BASIN STEPS MAY BE USED IN A CATCH 38296 BASIN. DO NOT MIX STYLES. 0� ��I(,YI$T ��q4 �S�IO N AT i RECTANGULAR ADJUSTMENT SECTION �`� •LR 2g„ 46" CONVERSION RISER TYPICAL ORIENTATION FOR ACCESS AND STEPS 5/8"-11 NC A A 29 1/4" L 26" 24 1/4" 22 1/2" -41� TOP VIEW 1 5/8" TYP. � 20 1/4" �7/8" TYP. 1 1/4" 1 5/8" TYP. MIN. 3 3/41L[\ �Lj __L A 4 1/2" 11 2 1/2" I 18 1/2"� 3/4" 22" 25 1/4" SECTION A -A NOTES: 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY. (PER ASTM A48 CL30 H-20 LOADING). 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� OF WASh,I �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT 38296 20 x 24 W-HI.uru. CATCH BASIN FRAME � IST �'�± DESIGNED CO: SCALE NONE STANDARD PLAN DRAWN COK �S's10NAL CCHECKED COK DATE 12A2019 — APPROVED ENGINEER I -_I o To ILI TOP VIEW 24" 1 1/4" 1 5/8'.71 r _ DIRECTION OF FLOW \_ 3 1/2" R. 5/16" R. FRONT VIEW NOTES: 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. 2. PROVIDE 2-5/8" DIAMETER STAINLESS STEEL ALLEN TYPE BOLTS COUNTER SUNK FLUSH WITH COVER. 3. GRATE SHALL BE STAMPED "DUMP NO POLLUTANTS", "OUTFALL TO STREAM". 4. ALL LETTERING SHOWN SHALL BE 1/2" AND SHALL BE RECESSED UNLESS OTHERWISE INDICATED. 5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. 6. GRATE SHALL BE LOCKING. 7. BI-DIRECTIONAL VANED GRATES ARE REQUIRED WHEN LOCATED IN A LOW -SPOT. -1 5/8" 2 1/4" 1 5/8"' PARTING LINE VANE DETAIL �-1 5/8" TYP. 1 3/8" TYP. INSET SOCKET 15/16" �3/4" T 5/8"-11 NC-2A STAINLESS STEEL SECURING BOLT T2" �--1/2" --� 5/8 SLOT DETAIL SLOT FORMED AND RECESSED FOR 5/8" - 11 NC x 2" S.S. SOCKET HEAD (ALLEN HEAD) CAP SCREW. �FFRE)- �� of WA U � 38296 �I SmF]R�� �SSIONAL ���1 LL 1/8" 1 5/8" A �J 20" SECTION A -A 24" DIRECTION OF FLOW DIRECTION OF FLOW LOW POINT NOTES: 1. PROVIDE FRAME SHOWN ON STANDARD PLAN 5-4. 2. FOR THRU CURB INLETS AT LOW POINTS, USE BI-DIRECTIONAL VANED GRATE. 3. GRATE SHALL BE STAMPED "DUMP NO POLLUTANTS", "OUTFALL TO STREAM". 4. ALL LETTERING SHOWN SHALL BE 1/2" AND SHALL BE RECESSED. �� FREy WA 5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. ?'p 6. GRATE SHALL BE LOCKING. 7. PROVIDE 2-5/8" DIAMETER "d 38296 STAINLESS STEEL ALLEN TYPE BOLTS �q 1 COUNTER SUNK FLUSH WITH COVER. mFIR� dc, , } �1/2" 3/4" 5/8"--� SLOT DETAIL SLOT FORMED AND RECESSED FOR 5/8" - 11 NC x 2" S.S. SOCKET HEAD (ALLEN HEAD) CAP SCREW. 1 5/8" 2 1/4" 1/2" INSET HEX SOCKET . 15/16" NC-2A :SS STEEL VG BOLT 24" L PROVIDE 5/8" DIA. BOLTS & TAP FRAME FOR LOCK DOWN LID PLAN NOTES: 1. WHEN SPECIFIED ON THE APPROVED PLANS, THE SOLID METAL COVER FOR CATCH BASIN SHALL BE FURNISHED IN PLACE OF A 20"X24" GRATE. 2. RAISED DESIGNS OTHER THAN THE DIAMOND DESIGN SHOWN HEREON MAY BE USED IF APPROVED BY THE ENGINEER. COVERS IN WALKWAYS SHALL BE NON -SLIP. 3. CAST IN THE LETTERS "DRAIN" IN 2" RAISED LETTERS, 1/8" HIGH. 4. TO BE USED WITH FRAME SHOWN IN STANDARD PLAN 5-4. 5. PROVIDE 2-5/8" DIAMETER STAINLESS STEEL ALLEN TYPE BOLTS COUNTER SUNK FLUSH WITH COVER. (SEE STANDARD PLAN 5-4 FOR BOLT -DOWN �FFRE)- CATCH BASIN FRAME). �� pF WA 6. FRAME: CAST IRON ASTM A48 CL30, COVER: DUCTILE IRON ASTM A 536 GR 80-55-06 H-20 RATED. 1/2" INSET HEX SOCKET 15/16" 5/8"-11 NC-2A STAINLESS STEEL SECURING BOLT 1 1/4" SECTION B-B 3 1/2" 3/ 4" 1 1/2" � 5/8" 1/2 DIA. 3/4" DIA. HANDLE71 HOLE 11/16' _ co 1/4" 1-3/16" DIA. SLOT ao L M N _ c 1 1/8" SECTION D-D TOP HINGE (1800 SWING) TIE WIRES (TYP) SPACED AT 14" MAX. FABRIC BAND �I CHAIN LINK FENCE u BOTTOM HINGE (1800 SWING) 12" ROUND CONCRETE EMBEDMENT 14'OR20' LATCH MECHANISM /-- STRETCHER BAR FABRIC BAND STRETCHER BAR CHAIN LINK FENCE x1! NOTES: 1. ALL MATERIAL AND INSTALLATION SHALL BE PER SECTION 8-12 AND 9-16 OF THE WSDOT STANDARD SPECIFICATIONS. 2. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT r HARDWARE DESIGN OR POST SELECTION OF ANY PARTICULAR FENCE TYPE. u 3. COATING FOR POSTS, TOP RAIL, FITTINGS AND FABRIC SHALL BE VINYL OR POWDER COATED FROM THE FACTORY. COLOR SHALL BE COMPATIBLE WITH THE SURROUNDING ENVIRONMENT; GREEN FOR VEGETATED, OPEN OR GRASSY AREAS; BLACK FOR WOODED OR SHADED AREAS. 4. SEE STANDARD PLAN 5-22 FOR FENCE DETAIL. 0 WASgl �� 4� TRUSS RODS 12" ROUND CONCRETE EMBEDMENT 6' - TRUSS RODS TIE WIRES (TYP.) SPACED AT 14" u MAX. - 12" ROUND CONCRETE EMBEDMENT io ro TOP HINGE (90° SWING) io BOTTOM HINGE (90° SWING) AL n WIRE FABRIC NEWLY GRADED OR DISTURBED SIDE SLOPE - 2 2 �\ FLOW 211 NATIVE BACKFILL MATERIAL OR 3/4"-1.5" WASHED GRAVEL 3" Ito MATERIAL z N 1 1/2" WASHED ROCK 6"x6" JOINTS IN FILTER FABRIC TRENCH SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, u OR EQUIVALENT TO ATTACH FABRIC TO POSTS. SECTION A -A 2"x2"x14 GAUGE WELDED WIRE FABRIC OR FILTER FABRIC MATERIAL WIRE RINGS EQUAL (IF 180# EXTRA STRENGTH FABRIC MIRAFI 100X OR QUIVALENT A �j (TYP) IF USED MAY ELIMINATE WIRE FABRIC) i I ICI III I STEEL OR 2x4 I A I J WOOD POSTS J 6' O.C. J INSTALLATION NOTES: ELEVATION 1. FILTER FABRIC FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE AFTER THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. THE NEWLY DISTURBED AREAS RESULTING FROM FILTER FABRIC REMOVAL SHALL BE IMMEDIATELY SEEDED AND MULCHED OR STABILIZED AS APPROVED BY THE ENGINEER. 2. FILTER FABRIC FENCES SHALL BE INSPECTED NOTE: THIS PLAN IS NI IMMEDIATELY AFTER EACH RAINFALL AND AT RE� AN ELECTRONIC DUPLI LEAST DAILY DURING PROLONGED RAINFAL ��OF h� � ENGINEER AND APPRO' THE CITY OF KENT. A ANY REQUIRED REPAIRS SHALL BE MADE I� � IMMEDIATELY. 3. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT. KENT 4. INSTALL THE SILT FENCE FIRST. AFTER 29 w.8H.oro. THE SILT FENCE HAS BEEN INSTALLED, R k� �SSIONAL DESIGNED COKDRAWN COK SCALI CONSTRUCT BERM AND TRENCH. CHECKED COK DATE APPROVED DUMPIV6 - --------------------------- <•} • . - --- ---- --- --- PUBLIC CATCH BASIN MARKER a M 40 • s f PRIVATE CATCH BASIN MARKER NOTE: 1. CATCH BASIN MARKER SHALL BE AFFIXED WITH MANUFACTURER'S EPDXY IN DRY WEATHER, 40 DEGREES AND WARMER. IF CURB EXISTS, MARKER IS PLACED ON TOP OF CURB. IF RAISED EDGE PAVEMENT, MARKER PLACEMENT IS ON THE WEDGE. IF NEITHER EXIST, MARKER WILL BE PLACED ON SIDE LEAST EXPOSED TO TRAFFIC. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE �� ��Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� OF WAtighrl �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • KENT STORM DRAIN MARKERS 8296 WA�HINGTON 3� �' ol%DESIGN/ ��1 OOK STF]g� �'�� DRAWN ED COK SCALE NONE STANDARD PLAN SSIONAL �CHECKED COK JDATE 12A2019 G Z APPROVED ENGINEER J J EXISTING CURB A �1' WIDE THERMOPLASTIC STRIPE AND GUTTER �1 B w w z YELLOW CENTERLINE (SEE g < - N STANDARD PLAN 6-73), o - EXTEND CENTERLINE OVER AND 30' IN w ADVANCE OF CUSHION. SEAL COAT ENTIRE AREA SEE SPEED CUSHION SIDE TAPER DETAIL (TYP), SHEET 2 6' A 22' MARKING DETAIL SPEED CUSHION NTS 90' 2" OVERLAY THIS AREA 25' 12' 1 25' 8' , 6' 10' BUTT JOINT C T 6' 8' SPEED BUMPS DISTANCE TO SIGN (150'-700') AHEAD TO BE DETERMINED IN THE FIELD BY THE ENGINEER 15 USE SINGULAR ("BUMP") ON SIGNS WHERE ONLY ONE SPEED CUSHION IS INSTALLED. M.P,H, 30"00" BLACK ON YELLOW, 4" LETTERING W13-1, 18"X18" 38296 �0� �I rS TF�g�� ��gIONAL m 10' BUTT JOINT THERMOPLASTIC LETTERING (TYP.) SEE STANDARD PLAN 6-76. NOTES: 1. SIGNS AND MARKINGS TYPICAL BOTH DIRECTIONS. 2. SEE STANDARD PLANS 6-82 & 6-83 FOR SIGN INSTALLATION. 3. A TEMPLATE MUST BE USED IN SHAPING THE SPEED CUSHION. 4. SPEED CUSHION MUST BE MADE IN TWO LIFTS. 5. 2" OVERLAY NOT REQUIRED FOR NEW PAVEMENT OR EXISTING PAVEMENT DETERMINED TO BE IN GOOD CONDITION BY THE ENGINEER. VHRICJ `F VHRICJ �-TYP CURB PLANE 1/2" OFF- 5tt UtIAIL btLUW TYP CURB EXISTING PAVEMENT SPEED CUSHION SECTION A -A NO SCALE TACK COAT EXISTING PAVEMENT 6 TYP. ASPHALT PAVEMENT SEE DETAIL BELOW HMA CLASS 1/2" PLANE 1/2" OFF EXISTING PAVEMENT 12' SPEED CUSHION SECTION B-B NO SCALE 0 0.64 1.22 1.75 2.22 2.64 3.00 3.31 3.56 3.75 3.89 3.97 4.00" - 4" SPEED CUSHION 0 0.56 1.07 1.53 1.94 2.31 2.63 2.89 3.11 3.28 3.40 3.48 3.50" - 3.5" SPEED CUSHION 0 0.48 0.92 1.31 1.67 1.98 2.25 2.48 2.67 2.81 2.92 2.96 3.00" � 3" SPEED CUSHION TACK COAT EXISTING PAVEMENT SPEED CUSHION EDGE (TYP) COMPACTED DEPTHS NOTE: 1. MAXIMUM ALLOWABLE CONSTRUCTION CLEARANCE TOLERANCE MEASURED AT THE PEAK HEIGHT OF THE SPEED CUSHION SHALL BE BETWEEN 0.25 INCH BELOW AND 0.50 INCH ABOVE THE DESIRED HEIGHT. NOl AN F RE EN WA g THE V 38296 SIT �DESIGNED_ V i DRAWN - Ali �CHECKED APPROVED_ SEE SECTION A -A ON 6-29d 2' WIDE BY 1/2" DEPTH I2 A ASPHALT TOE GRIND TYP. BOTH SIDES 10' LONG, 24" SOLID a WHITE PLASTIC MARKINGS Ln PER STD DETAIL 6-75 o SEAL COAT A F ENTIRE AREA w I I I Lu a CENTERED IN LANE B _ I B SIGNS SEE STANDARD 1 22' PLAN 6-29e MARKING DETAIL RAISED CROSSWALK NTS FREI �� OF WA,ghrl 38296 NAIL SIGNS SEE STANDARD PLAN 6-29e v -WHITE PLASTIC MARKINGS PER WSDOT STD PLAN M-24.60 "SPEED BUMP SYMBOL" - RPM TYPE III, YELLOW ON STREETS WITH MARKED CENTERLINE, TYP. SEE SECTION B-B ON 6-29d 1' 2' 54" TAPER MAX CURB CURB RAMP FACE 8.3% MAX. SLOPE oa o oa oa �0 ,po��� 6o��o NOTE: STANDARD CLASS D OR CLASS C MIX, TYP. 48" MIN. 54" TAPER r, ° � ° TACK COAT (TYP) SECTION A -A (CURB AND GUTTER) NO SCALE 6' TYP. SEE DETAIL BELOW 2' WIDE BY 1/2" DEPTH ASPHALT TOE GRIND. BOTH SIDES z 54" MAX. o ,,, wm: Lu w ¢ 8.3% MAX. SLOPE 0 0 o 0 0 0 o o o 0 0 0 SHOULDERS°p°� °p°moo p°moo p°moo p°moo p°moo p°moo o' oa° o0 00° o0 ooO o0 0�° �� 000 o�° o p�opn �°p`�o00opop�opo0�°O°off°O°OQ°O°O SEE NOTE 2 10' WIDE FLAT TOP ASPHALT PAVEMENT HMA CLASS 1/2" 1.5% MAX. CROSS SLOPE 22' RAISED CROSSWALK SECTION B-B NO SCALE SECTION A -A (SHOULDER) NO SCALE 6' TYP. SEE DETAIL BELOW — TACK COAT EXISTING PAVEMENT 2' WIDE BY 1/2" DEPTH ASPHALT TOE GRIND. BOTH SIDES 0 0.48 0.92 1.31 1.67 1.98 2.25 2.48 2.67 2.81 2.92 2.96 3.00" - 3" MIN., 3.5" MAX TOLERANCE. RAISED CROSSWALK RAISED CROSSWALK EDGE (TYP) DEPTH ASPHALT TOE COMPACTED DEPTHS GRIND. BOTH SIDES 1. MAXIMUM ALLOWABLE CONSTRUCTION CLEARANCE TOLERANCE MEASURED AT THE PEAK HEIGHT OF THE RAISED CROSSWALK SHALL BE BETWEEN 0.25 INCH BELOW AND 0.50 INCH ABOVE THE DESIRED HEIGHT. 2. DETECTABLE WARNING SURFACE MAY BE REQUIRED TO BE INSTALLED AT THE BOTTOM OF THE TAPERS ON BOTH ENDS OF THE � CROSSWALK. INSTALLATION WILL BE FFREIT DIRECTED BY THE ENGINEER. IF pF WAgh,I REQUIRED, THE DETECTABLE WARNING SURFACE SHALL EXTEND OF THE CROSSWALK MARKINGS TO =� THE WIDTH WITHIN 6 INCHES OF EITHER EDGE. d� 38296 3. A TEMPLATE MUST BE USED IN SHAPING THE RAISED CROSSWALK. TACK COAT EXISTING PAVEMENT 4. RAISED CROSSWALK MUST BE MADE IN TWO LIFTS. 5. 2" OVERLAY NOT REQUIRED FOR NEW PAVEMENT OR EXISTING PAVEMENT DETERMINED TO BE IN GOOD CONDITION BY THE ENGINEER. USE 2'x1/2" TOE GRIND. AL 90' 2" OVERLAY THIS AREA THERMOPLASTIC 22' 25' 8' 6' LETTERING (TYP.) SEE STANDARD PLAN 6-76. 10' I SIGNS BUTT I W11-2 JOINT I W16-7P p� j 10' C I BUTT I I JOINT SIGNS W17-lA W13-1P(20) 6' 8' 25' SIGNS NOTES: W11-2 W16-7P 1. SIGNS AND MARKINGS TYPICAL BOTH DIRECTIONS. DISTANCE TO ADVANCED SIGNING (50'-150' TYPICAL) 2. SEE STANDARD PLANS 6-82 & 6-83 FOR SIGN INSTALLATION. TO BE DETERMINED IN THE FIELD BY THE 3. PRIOR TO SPEED HUMP CONSTRUCTION, THE ENGINEER MAY ENGINEER REQUIRE ASPHALT GRINDING IN ORDER TO PROVIDE A SMOOTH TRANSITION. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER V -A AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF �� OF WA �� KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT TRAFFIC CALMING KENT RAISED CROSSWALK 38296 9 WASHINGTON SHEET 3 OF 3 � �� O�c/ Lal�m/l COK DRAWNDESIGNED ED COK SCALE NONE STANDARD PLAN NAL �1 COK DATE 8/2020 6 29 e APPROVED ENGINEER SIGN DESIGNATION /SIZE W11-2 MAN WALKING 30" x 30" W17-IA SPEED BUMP AHEAD 30" x 30" W13-1P(20) 20 MPH ADVISORY PLAQUE 18" x 18" W16-7P ARROW DOWN 24" x 12" NOTES: 1) ADVANCE SIGNS USED ONLY FOR FIRST IN SERIES 2) WHEN 2 OR MORE BUMPS, REPLACE W17-1A WITH W17-1A(S) SPEED BUMPS AHEAD. 3) SIGN COLOR SHALL BE YELLOW EXCEPT FOR SCHOOL CROSSINGS WHICH SHALL BE FLUORESCENT YELLOW -GREEN. 4) USE 51-1 INSTEAD OF W11-2 FOR SCHOOL CROSSINGS 12" 6" 5 1 2" 911 1011 Lu a 2 1/2"� 5" u- L y\ < EPDXY ADHESIVE N LL o FOR FRESH- �� Lu CONCRETE �o Lu 0 1'R 1 R COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18" 30 LB ROOFING FELT, 6 MIL PLASTIC COMBINED CURB AND GUTTER OR APPROVED EQUAL CL OF CURB SEE NOTE 4 5'-0" HAND TROWELED IS 10.1 2' 31/2", I— 'I % TAPER SECTION 1% MIN. - — P 20MAX.v a 6"All _ N I N 2411 ROLLED CURB r-I iO SIDEWALK 4" 12" MAINTAIN EDGE OF CONCRETE CURB ---- 2411 ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL LIP BETWEEN GUTTER AND CURB 2% MAX. /o MAX, 1/2" FOR POSITIVE SLOPE 1" FOR NEGATIVE SLOPE } 5� - SLOPE ` GUTTER SHALL BE 8" THICK AND REINFORCED = io WHEN INSTALLED NEAR tO COMMERCIAL DRIVEWAYS 12" 6" 12" 6" IS ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, 4. DESIGN SIDEWALK CROSS GRADE SHALL FACE OF CURB SHALL UNLESS WITHIN DRIVEWAY SECTION, BE 1.5%. CONSTRUCTION TOLERANCE -- --1--r}r NOT EXTEND BEYOND SEE DRIVEWAY STANDARD PLANS. SHALL BE 1% MIN AND 2% MAX. THE FACE OF GUARDRAIL TOWARD 2• ROLLED CURB MAY ONLY BE USED 5. FORMS SHALL BE STEEL UNLESS THE TRAFFIC LANE WITHIN A CUL-DE-SAC OR ON A PRIVATE OTHERWISE APPROVED. FORMS SHALL STREET (KENT STD. PLAN 6-18). BE SET TRUE TO LINE AND GRADE AND 811 SECURELY STAKED PRIOR TO CONCRETE 1 1 2" 3. IN ROADWAY SECTIONS WITH SUPER PLACEMENT. ELEVATION, THE GUTTER PAN WILL MATCH THE ADJACENT PAVEMENT SLOPE. ,VARIES j NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER D OPUBLICATIONVED FOR IS KEPT ON FILE AT SACOPY MAYB EOBAINEDU ON REQUEST. IB THE OF KENTP �� I� PAVEMENT a4 - CITY OF KENT EXTRUDED CURB UNDER GUARDRAIL c � ENGINEERING DEPARTMENT KENT CEMENT CONCRETE WASHINGTON CURBS 38296 �� 0ISmF�L� �� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK IVAL �� CHECKED COK IDATE 9/2020 6 - 3 3 ENGINEER APPROVED 3/8" EXPANSION JOINT (TYP.) SEE NOTE 2 --\ CURB RAMP OR DRIVEWAY 1/4" WIDE x 25% SLAB DEPTH (1" MIN.) CONTRACTION/CONTROL JOINT (TYP.) SEE NOTE 4 FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 CB 3/8" EXPANSION JOINT (TYP.) SEE NOTE 2 LEGEND: f� BOND BREAK JOINT EXPANSION JOINT ----- CONTRACTION/CONTROL JOINT NOTES: BLDG 1/4" WIDE x 25% SLAB DEPTH (1" MIN.) CONTRACTION/CONTROL JOINT (TYP.) SEE NOTE 4 3/8" EXPANSION JOINT (TYP.) SEE NOTE 1 A FULL WIDTH ADA DETECTABLE WARNING SURFACE (TYP.) FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 CB SEE KENT STANDARD PLAN SECTION 5 FOR ADDITIONAL CB GRATE REQUIREMENTS FULL DEPTH BOND BREAK MATERIAL: 4" THICK SIDEWALK 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL SECTION A -A 1. AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4" RADIUS EDGING TOOL. ON SEPARATE POUR INSTALL AREAS. JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF BOND BREAK JOINT MATERIAL FULL DEPTH BETWEEN THE AASHTO M33 (ASTM D994). CURB OR THICKENED EDGE, ADA RAMP AND THE ADJACENT SIDEWALK. 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. 4. CONTRACTION/CONTROL JOINTS CONSISTING OF 1/4" WIDE x 25% SLAB V F REy DEPTH SHALL BE TOOLED INTO WA I� CONCRETE FINISH AND SHALL BE MADE IN SIDEWALK AT FIVE FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION JOINTS. 5. AS ALTERNATIVE TO EXPANSION JOINTS p AROUND STRUCTURES, REINFORCING 38296 �0) �dQ1SVNg BARS MAY BE EMBEDDED IN CONCRETE �SSIONAL ON FOUR SIDES OF STRUCTURES. 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. 150' MAX. EXPANSION 5' 5' JOINT (TYP.) SEE DETAIL "A" 4" SHINE TYP. 2" SHINE FINISH FINISH SIDEWALK WIDTH VARIES PLANTER STRIP (WHEN REQ� CONTRACTION/CONTROL JOINT (TYP.) SEE DETAIL "B" CURB AND GUTTER \ SS EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; (TYP.) SEE DETAIL "A„ STAMP FACE OF CURB WHERE SIDE SEWER CROSSES PERPENDICULAR TO CURB. 3" HIGH LETTERS 1/4" DEPTH. 150' MAX. BROOMED FINISH PERPENDICULAR TO PEDESTRIAN TRAVEL (TYP.) EXPANSION JOINT (TYP.) SEE DETAIL "A" EXPANSION JOINT (TYP.) SEE DETAIL "A" 4" SHINE 2" SHINE FINISH FINISH 4" v 4" 2" 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 150' MAX. O.C. SEE NOTES JOINT, 5' O.C. SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION 4" 1.5% 30 LB ROOFING FELT, 6 MIL PLASTIC SHINE MAX OR APPROVED EQUAL DRIVEWAY FINISH SIDEWALK SEE NOTE 6 1.5% 41I f- 4" CONCRETE PER WSDOT STD. SPECIFICATION 8-14 4" MIN. ZII 2" CRUSHED SURFACING 6" CEMEN CONCRETE DRIVEWAY APRON 3/8"x FULL DEPTH TOP COURSE AND GUTTER FOR RESIDENTIAL DRIVEWAYS. EXPANSION JOINT 8" REINFORCED CEMENT CONCRETE APRON MATERIAL, SEE CURB, GUTTER AND SIDEWALK CROSS SECTION AND GUTTER FOR COMMERCIAL DRIVEWAYS. NOTE 1 DRIVEWAY CROSS SECTION 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. F RE 4. FORM AND SUB -GRADE INSPECTION 0 WAShr1 REQUIRED BEFORE POURING CONCRETE. 5. EXPANSION JOINTS IN SIDEWALKS AND CURBS SHALL BE ALIGNED WITH EACH OTHER AND NOT OFFSET. 38296 6. DESIGN SIDEWALK CROSS GRADE SHALL ��� GISmF74Z�� BE 1.5%. CONSTRUCTION TOLERANCE ��S NAL SHALL BE 1% MIN AND 2% MAX. ZO 7. WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3' WIDE PANEL ACROSS 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. 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. CITY OF KENT ENGINEERING DEPARTMENT KENT EXPANSION AND WASHINGTON CONTRACTION/CONTROL JOINTS ULSIGNLU '-u^ DRAWN COK SCALE NONE STANDARD PLAN CHECKED COK DATE 9/2020 6 - 3 5 ENGINEER WIDTHS VARY 7- CFq CON szoil WIDTHS VARY TYPE II 6' MIN. CEMENT CONCRETE TRANSITION RAMP 4' MIN. ASPHALT SHOULDER VARIES 4'-10', TAPER TO MATCH EXISTING SHOULDER WIDTH, SEE NOTE 4 6' MIN., 15' MAX. CEMENT CONCRETE NOTES: 6' MIN. CEMENT CONCRETE 1. SEE ROADWAY CROSS SECTION SIDEWALK AND RAMP 15' MAX. DETAILS FOR SIDEWALK WIDTHS. 2. SHOULDER SHALL BE SURFACED TO 7.5% MAX MATCH ADJACENT ROADWAY; PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. 3. SEE STANDARD PLAN 6-34 FOR CURB CRUSHED SURFACING AND SIDEWALK JOINTS. TOP COURSE SECTION A -A 4. 10' MIN. ASPHALT TAPER IF NO PAVED SHOULDER. NOTE: THIS PLAN ELECTRONIC DUPI 5. ACCESS COVERS, JUNCTION BOXES, V F RE�- AND APPROVED FI CABLE VAULTS AND OTHER pF WASh,I KENT. A COPY MA` APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A��� SLIP -RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES ICED SHALL NOT BE PLACED WITHIN THE �� 38296 �� wA•NINE SLOPES OF ADA RAMPS OR DRIVEWAY O dG �� DESIGNED COK � I y PF74Z WINGS. �Iw (f� DRAWN COK gIOj�TA L �� CHECKED COK FIXED PEDESTRIAN BARRICADE. SEE KENT STANDARD PLAN 6-71b 4' MIN. MATCH EXISTING OR PROPOSED SURFACE ASPHALT CONCRETE SHOULDER 1'-0" MAX.6"2" MIN.10" MIN.1'-6" MIN.#4 @ 12"1-0"1'-0"2" CLR(TYP)#4 #4 #4 @ 12" #4 #4 2" MIN.2"1'-0" 1'-0"2" 6' MIN. LIMITS FOR 6" THICK DRIVEWAY SEE NOTE 2 SIDEWALK NOT LOWERED 71, EJOINT (TYP.) S1 AND 3 5' (TYP.) NEW OR EXISTING PRIVATE DRIVEWAY WIDTH AS SPECIFIED ON PLANS; 12' MIN. TO 20' MAX. 4" SCH 40 PVC SLEEVE CAPPED AT BOTH ENDS AND MARKED WITH REBAR DOWEL CAPPED PVC SLEEVE w z J 1'-6" 5' DRIVEWAY 5' SIDEWALK VARIES 1/2" TYP SEE NOTE 6 6" 1" FOR E 6 SLOPE DRIVEWAY I 6" 120� - 1 NOTES: -� I z 1. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE MIX WITH A 6" N CRUSHED SURFACING TOP COMPRESSIVE STRENGTH OF 3000 PSI FULL DEPTH BOND BREAK COURSE 4" MIN. DEPTH IN 3 DAYS. FINISH SHALL BE BRUSHED MATERIAL: 30 LB ROOFING TRANSVERSELY WITH A FIBER OR WIRE FELT, 6 MIL PLASTIC OR BRUSH, "BROOM FINISH". APPROVED EQUAL 4" SCH 40 PVC SLEEVE SECTION A -A 2. ALL UTILITY APPURTENANCES WHICH ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF STORM 7, ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES DRAIN CATCH BASINS SHALL CONSIDER WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP -RESISTANT SURFACE DRIVEWAY LAYOUT AND BE AVOIDED. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS SHALL BE PLACED AT 15' MAXIMUM SPACING. 8. PROVIDE TRANSITION SIDEWALK, 5' MIN. WHEN TRANSITIONING TO EXISTING ELASTOMETRIC JOINT MATERIAL SHALL SIDEWALK. BE IN CONFORMANCE TO AASHTO M220. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND SIDEWALK. -VFRE�- 5. ENTERING SIGHT DISTANCE SHALL pF WAS�,I MEET AASHTO STANDARDS AND DETAILS 6-50 THRU 6-54. 6. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. CONSTRUCTION TOLERANCES SHALL BE 1% MIN AND 29 4 2% MAX. AL 1:12 SLOPE OR PER PLANS 7.5% MAX 6' MIN., 15' MAX: A V LIMITS FOR 8" THICK REINFORCED DRIVEWAY SEE NOTE 2 NOTES 1. CONCRETE WITHIN 8" THICK LIMITS SHALL BE PORTLAND CEMENT CONCRETE MIX WITH A COMPRESSIVE STRENGTH OF 3000 PSI IN 3 DAYS. FINISH SHALL BE BRUSHED TRANSVERSELY WITH A FIBER OR WIRE BRUSH, "BROOM FINISH". 2. ALL UTILITY APPURTENANCES WHICH ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF STORM DRAIN CATCH BASINS SHALL CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. PAVED DRIVEWAY TAPER MATERIAL SHALL MATCH DRIVEWAY TYPE AND DEPTH. WIDTH SHALL MATCH SIDEWALK RAMP LENGTH. 6' (TYP.) A 1/2" TYP. 1" FOR REVERSE SLOPE DRIVEWAY DRIVEWAY APPROACH WIDTH SPECIFIED ON PLANS DRIVEWAYS SHALL BE SYMMETRICAL. EXPANSION JOINT (TYP.) SEE NOTE 3 81-J 2- #4 BARS FIRE HYDRANTS, STREET LIGHTS, UTILITY POLES, GUY WIRES AND OTHER OBSTACLES MUST BE RELOCATED 5' MINIMUM FROM THE DESIGN VEHICLES TURNING RADIUS 1'-6" 5'-0" MIN. i �4" CL 8" 6 1.5°` MAX- FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL LCRUSHED SURFACING TOP COURSE 4" MIN. DEPTH -2" CLEAR FROM SUBGRADE #4 BARS AT 12" EACH WAY; WIRE TIED AT EACH INTERSECTING POINT; SUPPORTED BY 2" SQUARE MORTAR CUBE OR INDUSTRY STANDARD "CHAIR" AND 3' MAXIMUM SPACING OF SUPPORTS. BAR SHALL EXTEND BEYOND CONSTRUCTION JOINTS AND LAPPED A MINIMUM OF 15" AT SPLICE POINTS. SECTION A -A 7. ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES 3. EXPANSION JOINTS SHALL BE WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP -RESISTANT SURFACE PLACED AT 15' MAXIMUM SPACING. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES ELASTOMETRIC JOINT MATERIAL SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. SHALL BE IN CONFORMANCE TO AASHTO M220. 8. PROVIDE TRANSITION SIDEWALK, 5' MIN. WHEN TRANSITIONING TO EXISTING SIDEWALK. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND SIDEWALK. 5. ENTERING SIGHT DISTANCE SHALL MEET AASHTO STANDARDS AND DETAILS 6-50 THRU 6-54. 6. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. CONSTRUCTION TOLERANCES SHALL BE 1% MIN AND 2% MAX. AL VARIES VARIES 6" TO 12" 6" TO 12" EDGE OF TURNOUT FACE OF CURB z WOOD OR a 0.17' MAX. < STEEL POST (STEEL POST v v STEEL TUBE vLn SHOWN) i0 N CURB ANTI -TWIST PLATE, N ANTI -TWIST PLATE, SEE WSDOT STANDARD SEE WSDOT STANDARD PLAN H-70.10 PLAN H-70.10 TYPE 1 (STEEL POST OPTION) TYPE 1 INSTALLED BEHIND CURB VARIES 6" TO 12" VARIES 6" TO 12" EDGE OF TURNOUT BACK OF SIDEWALK z_x¢ 4"x4" MAX. z x WOOD OR WOOD POST STEEL POST v (STEEL POST I SHOWN) i /\ \ SIDEWALK N ANTI -TWIST PLATE, SEE WSDOT STANDARD PLAN H-70.10 TYPE 1 (WOOD POST OPTION) TYPE 1 INSTALLED BEHIND SIDEWALK NOTE: 1. ALL LOCATIONS TO BE COORDINATED NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN WITH AND APPROVED BY THE US ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER POSTAL SERVICE POSTMASTER. RE� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF �y 0 WA KENT. KENT. A COPY MAY BE OBTAINED UPON REQUEST. 2. SEE WSDOT STANDARD PLANS H-70.10 AND H-70.20 FOR DETAILS. F� ,��' 41 �p CITY OF KENT ` ENGINEERING DEPARTMENT 3. SEE KENT CONSTRUCTION MAILBOX INSTALLATION STANDARDS 6.11.A. KENT TYPE 1 29 WA•HINGTON SHEET 1 OF 3 4. ALL MAILBOX INSTALLATIONS SHALL W DESIGNED COK SCALE NONE STANDARD PLAN MEET CURRENT ADA STANDARDS. DRAWN COK g10NAL CHECKED COK JDATE 9/2020 6 — 7 a ENGINEER APPROVED MAILBOX SUPPORT SEE SECTION 6.11.A POST ANCHORING SYSI NOTES: ANGLE[ 1. SEE STANDARD PLAN 6-40 FOR SIDEWALK REQUIREMENTS. 2. SEE WSDOT STANDARD PLAN H-70.20-00 FOR DETAILS. 3. ALL MAILBOX INSTALLATIONS SHALL MEET CURRENT ADA STANDARDS. EXPANSION JI FRONT VIEW FRONT VIEW RECTION TRAFFIC TYPE 2 (MULTIPLE BOX INSTALLATION) t BOLT PATTERN PER .U.PEDESTAL TE 4NSION JOINT VERTICAL CURB SIDE VIEW 1'-4" MAX. 6" PLANTING STRI WIDTH 0' TO VARIABLE SEE NOTE 2 TYPE N.D.C.B.U.INSTALLATION SEE WSDOT STANDARD PLAN H-70.20.0 FOR TUBE CONNECTION TWO 5/16"x4 1/2" BOLTS WITH TWO FLAT WASHERS AND ONE LOCKOUT 5'-0" MIN. CLEAR WIDTH MOUNT ON PEDESTAL PROVIDED WITH N.D.C.B.U. UNIT EXPANSION JOINT (NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT) NOTES: NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN 1. THE POSTMASTER OR DESIGNATED ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER SERVING POST OFFICE WILL DESIGNATE LOCATIONTHE D ER OF �� Y 'WA �hr AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. pF GROUP OF MAIBOXE a CITY OF KENT 2. INSTALLATION OF N.D.C. B.U. ^^^��� ENGINEERING DEPARTMENT (INCLUDING CONSTRUCTION OF BASE) • MAILBOX INSTALLATION SHALL BE COORDINATED WITH U.S. KENT TYPE 2 POSTAL SERVICE. 29 WASHINGTON SHEET 2 OF 3 3. SEE STANDARD PLAN 6-34 FOR CURB �jONAL DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK AND SIDEWALK JOINTS. CHECKED COK DATE 9/2020-7�b V APPROVED ENGINEER EXPANSION JOINT(TYP) < SIDEWALK SIDEWALK o MAILBOX CLUSTER "' PLANTING STRIP En a a a ° a DISTANCE APPROVED BY POSTMASTER NOTES: 1. CURB AND GUTTER INSTALLATION PER KENT STANDARD PLANS 6-33 AND 6-34. 2. SIDEWALK SCORE MARKS PER KENT STANDARD PLANS 6-34 AND 6-35. 3. MAILBOX INSTALLATION PER KENT STANDARD PLAN 6-70a, 6-70b AND WSDOT STANDARD PLANS H-70.10 AND H-70.20. 4. ALL LOCATIONS TO BE APPROVED BY AND COORDINATED WITH THE POSTMASTER. 5. ALL MAILBOX INSTALLATIONS SHALL MEET CURRENT ADA STANDARDS. AL VERTICAL CURB A PLAN SECTION A -A SEE KENT STANDARD PLAN 6-70a AND WSDOT STD. PLANS H-70.10 AND H-70.20 FOR INSTALLATION DETAILS III E J I W MO N MADE I N U S A TACK COAT (TYP.) 7" CASE RISERS - EAST JORDAN IRON WORKS TACK COAT (TYP.) FOGTITE CASE RISERS - FOGTITE METER SEAL CO. 1' 10 30' TRAFFIC DIRECTION 0 0 0 0 0 0 0 0 0 4,' GAP VARIES (300' MAX.) 5' 2.5' TWO WAY LEFT TURN LANE 0 0 0 0 0 0 0 0 0 TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 8" WHITE LINE 0 o TYPE 2W RPM TYPE 2YY RPM o 0 20' 4" GAP 4" GAP �� 4" YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11'1. IN 30' 11' 30' D �o TYPE 2W RPM 137 � TYoPE 2Y RPM 4" WHITE LINE TRAFFIC DIRECTION 4 YELLOW LINE TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 6' 8' 0 0 0 n a�TYPE 2W RPM 4" WHITE OR YELLOW LINE 4" GAP 8" WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION 3' 9' 21'(TYP.) 18" YELLOW BARRIER 1„ LINE �I TYPE 2W RPM�B� 90 $ � OR 8" WHITE LINE �j DROP LANE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED TRAFFIC DIRECTION NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN BARRIER LINE �� ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF �� �� OF WAShr1 KENT. A COPY MAY BE OBTAINED UPON REQUEST. NOTE: ���� 1. SEE SECTION 6.12.B FOR PLASTIC CITY OF KENT ENGINEERING DEPARTMENT MATERIAL SPECIFICATIONS. • KENT TYPICAL LANE MARKINGS 2. RAISED PAVEMENT MARKERS (RPM'S) d� 38296 �� WASHINGTON SHALL BE INSTALLED PER WSDOT I ymF7�� �� DESIGNED COK SCALE NONE STANDARD PLAN STANDARD SPECIFICATIONS 8-09, �SSIpNAL DRAWN COK � 9-02.1(8), 9 26.2 AND 9-21. CHECKED COK DATE s/zozo 6-74 crn ENGINEER APPROVED } Q 0 24" WHITE THERMOPLASTIC EQUALLY 0 CROSSWALK LINE SPACED (TYP) z z 24" w ui > F o l 1 10' ui ui z w 4' MIN 12" O 0 I 0 O O 0 I O 0 12"-24" WHITE STOP LINE, TIRE TRACKS (TYP.) WIDTH AS DIRECTED BY THE ENGINEER * TYPICAL 4 LANE ROADWAY CONFIGURATION * NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME 4. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES, AND IN THE CENTER OF THE TRAVELED 5. THE CROSSWALK WIDTH IS 12' IN DOWNTOWN OVERLAY PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE DISTRICT. 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. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER �-U AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF �� OF WAShr1 KENT. A COPY MAY BE OBTAINED UPON REQUEST. 44 �� CITY OF KENT CQ ` -w' ENGINEERING DEPARTMENT •T THERMOPLASTIC CROSSWALK KENMARKINGS 38296 WAt NINOTON 0 GIST �� DESI NED COK COK SCALE NONE STANDARD PLAN �gIOIVAL �CHECKED COK DATE 9/2020 6-75 ENGINEER APPROVED 5'-9" f� �1 V-8" 0 N 0 zo 0 N rl 0'-60'-6"r NOTES: 3'-7" 0'-6"� 1. THERMOPLASTIC TYPE 'A' MATERIAL SHALL BE USED, UNLESS 3. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. 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. �FFREY LENGTH VARIES pF WAS,yI 12"-24" WIDE WHITE STOP BAR, WIDTH AS DIRECTED BY THE ENGINEER STOP BAR DETAIL38296Q� �w4� AL SPEED H 30MPH OR LESS 4'-0" 2 ql�� 35MPH OR GREATER 6'-0" 3 NOTES: 1. PER BIKE RIDER SYMBOL DETAIL. 2. PER ARROW DETAIL ON THIS PLAN. 3. BIKE PAVEMENT MARKINGS SHALL BE PLACED IMMEDIATELY AFTER EVERY INTERSECTION AND AT PERIODIC INTERVALS WITH A MAXIMUM SPACING OF 600 FEET, CENTERED IN LANE. 4. SEE ROADWAY CROSS SECTION STANDARD PLANS 6-2 TO 6-13. 5. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-34, TYPE D (MMA). CORUNDUM SHALL ALSO BE ADDED. 6. SIGNING SHALL BE PER THE MUTCD. 7. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. PEDESTRIAN SYMBOL DETAIL BIKE RIDER SYMBOL DETAIL VFREY �� of WA 38296 �0 �rs'TF�g�� ��gIONAL EDGE OF 8" SOLID WHITE LANE LINE SEE NOTE 2 z O 0 U cI SEE NOTE 1 SEE NOTE 3 1" 1 6'-0" FACE OF CURB LINE 11n MM1 if nif IlAnl/TNI/` 3" 6" ARROW 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. CITY OF KENT ENGINEERING DEPARTMENT • KENT TYPICAL PAVEMENT MARKINGS WASHINGTON ULSIGNLU '-u^I SCALE NONE STANDARD PLAN DRAWN COK CHECKED COK DATE 9/2020 C _ �� ENGINEER V APPROVED L.T.S.L O.L. T.P.T.* _L L.O.T. 100' MINIMUM MAY BE REDUCED WITH APPROVAL OF THE TRANSPORTATION ENGINEER 50' MINIMUM Q 4.1 WT WT STOP BAR OR CLOSEST CROSSWALK STRIPE LANE LINE MARKING (TYP.) L.T.S.L. = LEFT TURN STORAGE LENGTH (FEET) O.L. = OPENING LENGTH (FEET) T.P.T. = TURN POCKET TRANSITION LENGTH (FEET) L.O.T. = LENGTH OF TAPER (FEET) W.T. = WIDTH OF TURNING LANE (FEET) R = RADIUS OF TRANSITION CURVE (FEET) S.L. = POSTED SPEED LIMIT (M.P.H.) W = WIDTH OF OFFSET ADDITIONAL LEFT TURN STORAGE FOR TRUCKS AT UNSIGNALIZED INTERSECTIONS % TRUCKS IN LEFT TURN MOVEMENT L.T.S.L. REQ'D 10 25' 20 25' 30 50' 40 50' 50 50' 100' 150' 25' 25' 50' 75' 75' 200' 25' 50' 75' 100' 100' STORAGE LENGTH TO BE ADDED TO LEFT TURN STORAGE LENGTHS pF WASgl � 38296 0?1) _I S70"?� �SSIONAL ���1 NOTE: 1. REFER TO STANDARD PLAN 6-73 FOR ADDITIONAL INFORMATION ON LANE MARKINGS. 2. LENGTH IS THE GREATER OF 95TH PERCENTILE QUEUE LENGTH IN THE DESIGN YEAR OR 100 FEET MIN. LENGTH BASED UPON L.T.S.L. EXPECTED QUEUE LENGTH (SEE NOTE 2) OPENING TO BE 100' IN LIEU OF 102' UP TO 35 O.L. MPH, INCREASE 20' FOR EACH ADDITIONAL 5 MPH OF POSTED SPEED GREATER THAN 35 MPH S.L. :545 MPH > 45 MPH T.P.T. $ 4 X W.T. 4 X W.T. R. 150 FEET 300 FEET W X S.L.(2) W X S.L. L.O.T. 60 W.T. 12FT (MIN.) 12FT (MIN.) * BASED ON W.T. = 12' 171 0 Ln w z w J ti w J Q w Z Z_ O O NOTE: uj SEE STANDARD PLANS 6-73 OR 6-74 uj FOR LANE MARKING LAYOUT. z CD 0 Lu 0 z J J J LU } F w Z J w ?v 0 Q z g z J Q 0 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� OF WA SNI �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT LEFT TURN POCKET KENT AT END OF TWO WAY 38296 � INGT'" LEFT TURN LANE LAYOUT 0� I ST - DRAWN—DESIGNED COK SCALE NONE STANDARD PLAN SSIONAL �CHECKED COK JDATE 12A2019 p APPROVED ENGINEER v ATTACH SIGNS 30" AND UNDER WITH 2 DRIVE RIVETS AND BLACK INSULATED WASHERS, SEE NOTE 5 ATTACH SIGNS 36" AND OVER WITH CORNER BOLTS AND BLACK INSULATED WASHER, SEE NOTE 6 SEE NOTES 9 AND 10 [GN POST SQUARE 2"x 2", I GAGE. ALL HOLES ZE-PUNCHED DRNER BOLT, =E NOTE 6 0 (}� /-- FINISHED GRADE v 0 0 0 0 ° SET FOUNDATION ON ° UNDISTURBED NATIVE SOIL ° OR COMPACTED MATERIAL 0 ° SET ANCHOR PLUMB AND ° TRUE, SEE NOTE 3 0 o CONCRETE BASE SHALL BE 0 POURED IN PLACE AROUND ° ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING THE ANCHOR 6" MIN. NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE, OR APPROVED EQUIVALENT. 2. FOR IN -SIDEWALK INSTALLATIONS, CORE AN 8" DIAMETER HOLE PRIOR TO EXCAVATION. 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24" OR SIGN POST BASE PLATE INSTALLATION TYPE B (SEE DETAIL 6-82b) MAY BE USED; ONLY IF APPROVED BY THE CITY OF KENT. ANCHOR SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B, 7 GAUGE, 2 1/2"x 2 1/2" TELESPAR ANCHOR OR APPROVED EQUIVALENT. 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A1011 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE 7/16" DIAMETER PRE -PUNCHED HOLES ON 1" CENTERS FULL LENGTH, FOUR SIDES. i 38296 11 I HEAVY DUTY BUCKLE TYPE 201 3RACKET aL 5/16" X 1" SS BOLTS WITH BLACK INSULATED WASHERS MOUNTING ON STREET LIGHT STANDARD OR SIGNAL POLE 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER 6. CORNER BOLTS TO BE TL070M. JAMNUTS TL062 AND 3/8" GALVANIZED WASHER WITH BLACK INSULATED WASHER. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS. 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE MAINTAINED BY THE PROPERTY OWNERS. 9. ALUMINUM SIGN BLANK THICKNESS; WARNING AND REGULATORY 30" AND UNDER - 0.080". WARNING AND REGULATORY 36" AND OVER - 0.125" 10. SHEETING MATERIAL: WARNING AND REGULATORY - 3M HIGH INTENSITY PRISMATIC SCHOOL SIGNS - 3M DIAMOND GRADE DG3 LEGENDS, SYMBOLS AND BORDERS - 3M ELECTROCUT FILM STOP BAR CENTER OF LANE+ A � A LOOP SERIES NUMBER A B TO ADDITIONAL LOOPS WHERE APPLICABLE — LOOP SERIES NUMBER B CONDUIT STUBOUT, SEE STANDARD PLAN 6-99 #14 TWISTED PAIR WIRE TYPE IMSA 51-3, 3 TWISTS PER FOOT TO CONTROLLER I * AFI 1 *AS * BF 0 JUNCTION BOX "' NOTE: STOP BAR LOOP WINDING DETAIL TO ADDITIONAL LOOPS WHERE APPLICABLE CENTER OF LANE B T ,s, B I A A #14 TWISTED PAIR WIRE TYPE IMSA 51-3, 3 TWISTS PER FOOT WEARING COURSE (TYPICAL FOR SECTIONS A, B & C) M • • • 0.25" MINIMUM WIDTH SAWCUT SECTION A -A —2C(S) LEAD-IN CABLE IMSA 50-2 —LOOP SPLICE M (TYPICAL) • • S=START F=FINISH 0.50" MINIMUM WIDTH SAWCUT * =LOOP NUMBER SECTION B-B NO BACKER RODS ALLOWED. JUNCTION BOX *F *S S=START F=FINISH * =LOOP NUMBER SINGLE LOOP WINDING DETAIL NOTES: 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. vFRU of WA 38296 �0� �I rS TFJg�� ��gIONAL 2C(S) LEAD-IN CABLE IMSA 50-2 TO CONTROLLER M 0.50" MINIMUM WIDTH SAWCUT SECTION C-C (ASSUMING TWO LANES OF LOOPS) SCOTCH 06147 ELECTRICAL MOISTURE SEALANT TAPE SIDE VIEW Z END VIEW SOLDERLESS,CRIMPED, NOTE:CUT WIRE NON -INSULATED BUTT SPLICE LOOP SPLICE DETAIL 6"1' - 0" LOOP PLACEMENT POSTED SPEED LIMIT STOP BAR LOOP LEFT TURN LANE ADVANCE LOOP (SINGLE) THROUGH LANE MID LOOP (SINGLE) THROUGH LANE ADVANCE LOOP (SINGLE) 25 MPH 4 FT. 104 FT. (NONE) 144 FT. 30 MPH 4 FT. 104 FT. (NONE) 164 FT. 35 MPH 4 FT. 104 FT. 209 FT. 274 FT. 40 MPH 4 FT. 104 FT. 239 FT. 309 FT. 45 MPH 4 FT. 104 FT. 274 FT. 354 FT. 50 MPH 4 FT. 104 FT. 304 FT. 394 FT. SD6 SD5 223 213 N1 N2 O O O O 222 212 O O 5PC 512 O 00 O -O O O W2 0 SR W10 3120 3PC 3110 O 813 S 3 0 812 Q 81100 823 SD4 Q 822 Q 821 99 ER 1PC O 612 1 O O O S2 S1 613 I SD1 SD2 LOOP IDENTIFICATION SCHEMATIC (TYPICAL) NOTE �,REN E �� �' ENGI 3 WAtighl �� THE I 38296 �� V IST DESIGNED - AL �DRAWN- CHECKED APPROVED ❑- WR 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 f2 FEET TO AVOID METAL CASTINGS. 3. THE DISTANCE BETWEEN "A" LOOPS AND "B' LOOPS SHALL BE 16 FEET CENTER -TO -CENTER. A�B 66421 0422 Q 423 SD8 413 00411 0 412 SD7 712 00711 7PC Q E1 NR Q E2 2022 Asphalt Overlays/Holcomb A - 2 April 25, 2022 Project Number: 22-3001.1 WSDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-5.40-02 Catch Basin Type 1L B-30.70-04 Circular Frame (Ring) and Cover CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-04 Cement Concrete Curbs F-10.62-02 Precast Sloped Mountable Curb (2 sheets) F-10.64-03 Precast Dual Faced Sloped Mountable Curb F-30.10-04 Cement Concrete Sidewalk F-40.12-03 Parallel Curb Ramp F-40.14-03 Combination Curb Ramp F-40.15-04 Perpendicular Curb Ramp F-40.16-03 Single Direction Curb Ramp F-45.10-03 Detectable Warning Surface SITE PRESERVATION AND EROSION CONTROL I-30.30-02 Wattle Installation On Slope I-40.20-00 Storm Drain Inlet Protection ILLUMINATION, SIGNALS, AND ITS J-20.15-03 Accessible Pedestrian PushButton Post with Curb Base J-20.26-02 Accessible Pedestrian PushButton (PPB) Details (2 sheets) J-40.10-04 Locking Lid Standard Junction Box Types 1 & 2 (2 sheets) FENCE AND GLARE SCREEN L-20.10-03 Chain Link Fence Type 3 and 4 (2 sheets) ROADWAY DELINEATION M-20.20-02 Profiled and Embossed Plastic Lines 0 y 2" 4", S % 12", OR 24" ONE #3 BAR FOR EACH 6" (IN) HEIGHT INCREMENT, SPACED EQUALLY RECTANGULAR ADJUSTMENT SECTION 3AR HER HOOPS REDUCING SECTION #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER (INCHES) REINFORCED OR 18.. PLAIN CONCRETE ALL METAL PIPE 21" * (STD. (STD. SPEC. SECT. 905.20) 8" SOLID WALL PVC 21" (STD. SPEC. SECT. 405.1211)) PROFILE WALL PVC 21" (STD. SPEC. SECT. 905.12(3)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE PRECAST BASE SECTION NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot, shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout shall not be greater than 26" (in), in any direction. Knockouts shall have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide a 1.5" (in) minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Speclflcatlon Section 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' (ft). 4. The frame and grate may be installed with the flange down or integrally cast into the adjustment section with flange up. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1 : 24 or Steeper. 6. The opening shall be measured at the top of the Precast Base Section. 7. All pickup holes shall be grouted full after the basin has been placed. #3 BAR EACH CORNER H 3 118" BLIND PICK NOTCH DETAIL "A" 1 7/16" WASHER m 15/i6" (SEE NOTES) DOVETAIL GROOVE WITH NEOPRENE GASKET (SEE NOTES) BOLT -DOWN / WATERTIGHT DETAIL"B- RING PLAN 27 518" 26 3/8" 1' /TJI� 24' 26 3/4' 34 118" RING SECTION Op SKID GROOVE PATTERN - SEE DETAIL SEE DETAIL "A' I TOP - - -- -- BOTTOM---- ----' I COVER PLAN SEE DETAIL "A" " 5/8" COVER SECTION OB (SEE NOTE 7) STANDARD TYPE 1 SEE DI RING PLAN 27 518" 26 318" I 24" 26 3/4" 3a 118-- RING SECTION OA SEE DETAIL "A' TOP••"". _ BOTTOM ----y- ----' I COVER PLAN SEE DETAIL'B" DETAIL "A' �A�SEE f 1I SIB" COVERSECTION OB (SEE NOTE 7) BOLT -DOWN I WATERTIGHT TYPE 2 NOTES 1. The gasket and groove may be in the seat (frame) or in the underside of the Cover. The gasket may be "T" shaped in section. The groove may be cast or machined. 2. Bolt -down Capability is required on all frames, grates, and Covers, unless specified otherwise in the Contract. Provide 3 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S) 6/8" - 11 NC x 2" (in) alien head Cap screw by being tapped, or other approved mechanism. Location of bolt down holes varies by manufacturer. 3. For bolt -down manhole ring and covers that are not designated "Watertight," the neoprene gasket, groove, and washer are not required. 4. Washer shall be neoprene (Detail "B"). 5. In lieu of blind pick notch for manhole covers, a single 1" (in) pick hole is acceptable. Hole location and number of holes may vary by manufacturer. 6. Alternative reinforcing designs are acceptable in lieu of the rib design. 7. For clarity, the vertical scale of the Cover Section has been exaggerated, it is 1.5 times the horizontal scale (1H:1.5V). ISOMETRIC VIEW �� Rr SKID GROOVE PATTERN DETAIL �45bo� oAR 80f 5T86$ ti} BBZONAL g�G CIRCULAR FRAME (RING) AND COVER STANDARD PLAN B-30.70-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION _ eucw w.mmebn smn c.a=mm.m./Tmnw.nvilen FACE OF CURB VARIES 12" TO 24" FACE OF CURB VARIES 1" 10" TO 22" 1" (SEE CONTRACT) MATCH ROADWAY MATCH ROADWAY 1/2" (IN) R. SLOPEDWAY - •1" SLOPE ROADWAY (IN) R. - ROA - 1" (IN) Rs 12"(IN),R.e .� DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER m L 12" (IN) R. I1.��._EN)ADJACENT IN) R. CEMENT CONCRETE OR ASPHALT CONCRETE SIDEWALK OR PATH (INPREMOLDED JOINT FILLER (N, CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB FACE OF CURB VARIES 12" TO 24" FACE OF CURB VARIES 1" 10" TO 22" i 1" V (IN) R. ROADWAY -. _ , DUAL -FACED CEMENT CONCRETE TRAFFIC CURB 1' (IN) R. r ROADWAY — FACE OF CURB FACE OF CURB 6 12" VARIES FROM 6" ( TO 0" (IN) - VARIES MAINTAIN : SLOPE SLOPE 1" (IN) ON SIDE OFF CURB 1" (IN) R. MATCH ROADWAY SLOPE 1/2" (IN) R. --- R. MATCH ROADWAY SLOPE 1/2" (IN) ROADWAY R. 1/2" (IN) ROADWAY R. CEMENT CONCRETE TRAFFIC CURB AND GUTTER LLp j n FLUSH WITH GUTTER PAN AT CURB O RAMP ENTRANCE - 12" (IN) VERTICAL LIP AT DRIVEWAY ENTRANCE DEPRESSED CURB AND GUTTER SECTION AT CURB RAMPS AND DRIVEWAY ENTRANCES 6• CEMENT MO, CRETE LANDI 72" (IN) R. II�{I CURB RAMP, LANDING, 1"(IN ) OR DRIVEWAY ENTRANCE VARIES FROM R 6" (IN) TO 0" (IN) 6" W8" (IN) PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES FACE OF CURB 6 12" 512" 1" 12" (IN) R. 1" (IN) R. ROADWAY CEMENT CONCRETE TRAFFIC CURB NOTE 1. See Standard Plan F-30.10 for Curb Expansion and Contraction Joint spacing. See Standard Specification, Sections 8-04 and 9-04 for additional requirements. FACE OF CURB 7 1/4" 3" 4" 1 12" (IN) R. 12" (IN) R. ROADWAY MOUNTABLE CEMENT CONCRETE TRAFFIC CURB 8L S. Ali �0 6 3 , 0 4° AeB9"ONAL Michael S pMMi.S Fleming . CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.0e.24 17' 07:57:43-07'00' _ITAI I INEEI WoeM1inebn Sloh Depa,M1nenl el Tmnepn,loiien jl I � � TOP VIEW INSIDE CORNER BLOCK _!I I i I H -------------- TOP VIEW OUTSIDE CORNER BLOCK 7." IV (IN) 1 R TOP VIEW 18" RADIUS BLOCK 1" (IN) R. 2" (IN) R. BLOCK, MEN WH NELLENIGTHH EXCEEDS 30'RED ONLY IN (IN) (1 112" (IN) CLR. BOTH ENDS) - SEE STANDARD SPECIFICATION &W 2" (IN) R. z^ �dsT B" 2"i: 7p• 72" TYPICAL OF ALL END VIEW INSIDE CORNER BLOCK Ir 014 RADIUS BLOCK 23" 30" ON) OUTSIDE CORNER BLOCK 30" (IN) RADIUS BLOCK ISOMETRIC VIEWS TOP VIEW 30" RADIUS BLOCK Oq�CH, P9gc OP WAS/,,0r/ 4 �O .P g557 9'ONAL PRECAST SLOPED MOUNTABLE CURB STANDARD PLAN F-10.62.02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION s..,�.........NEE. 7 W.hi1 . — D.p —.1elTA..p.1— TOP VIEW INSIDE RADIUS BLOCK V (IN R. 2' (IN) R. 2" (IN) R. 2" S. C SECTION AO CURB RADIUS TABLE CURB RADIUS DIMENSION A DIMENSION B DIMENSION C 3' 12" Y B" 4' TO 5' 12" 1 iPY W" B' 12, 1' 10' 7' 12, 7/W 101/4' 9 1S" 1118' 15314" 9 19' 1' 19' 10 19' 7/W 16 1/4' 11'TO 13' 19' 3M' 181PY 14' TO 15' 19' SM' 16 3/4' 19 T01T 24' 3W 22 iPY 19 TO 22' 24' 5M' 22 3/4' 23'TO 2W 24' 1PY 23' W TO 34' 30' 1PY 2V WT04V 30" 3M" 201/4' 49TOW 30" 1M' 20 iPY OVER BY USE TANGENT BLOCK SEE SHEET 1 THIS TABLE LISTS THE CALCULATED DIMENSIONS FOR CASTING BLOCKS SUITABLE FOR CONSTRUCTING VARIOUS CURB RADII. CURVED BLOCKS, OR BLOCKS WITH DIFFERENT DIMENSIONS MAY BE ACCEPTABLE WITH PRIOR APPROVAL OF THE ENGINEER. I � I ji i I i i I I i i I I I I i ! I i I I TOP VIEW OUTSIDE RADIUS BLOCK ,tICH, P9s 0T WABy, CO INSIDE RADIUS BLOCK 4y 90�� ABOf 3 57T'0q �9'ONAL PRECAST SLOPED MOUNTABLE CURB OUTSIDE RADIUS BLOCK STANDARD PLAN F-10.62-02 ISOMETRIC VIEWS SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION _ s.Areo's exaiN— WTAIF wo.M1i�gnn s,ma oaponmant al Tn�uponarion .$ .--_-..- 11rz" TOP CLR. CLR. NOTES 1. The dual faced curb may be Constructed by using two precast sloped mountable curbs (longitundinal halves) so long as the installation is Consistent with the dimensions shown in the plan. 2. Reinforcing steel shall conform to Standard Specification 9-07. 4' S - (r 7(IN)R YPR)M3 BAR (TYPJ R 2" (IN) R. 2" (IN) R. X4. 257/4' SIDE RYP.) p FRONT 24 x 20 TAPER BLOCK BACK 11rz" TOP CLR. CLR. 2610' •� S-� c Y (IN) R. J� Y(IN R= O q. za' RTP') SIDE FRONT 20 x 16 TAPER BLOCK I _11/2" 11rz" TOP CLR. CLR. 1 ilY + 1n" CIR. TOP CLR. TON) R. 44�1 BAR(TYP.S ) vL 2'-6"0'%. MIN. -MA C3 ./4 -� SIDE (TYP-) 12" DUAL SLOPED BLOCK END 112' 1'-11" CUR. TOP Y (IM R. �MBMICTYI.) C� S2'-8-0 MAX MIN. Y (IN R. v a3^ 7 Yx;u^ 1 � SIDE ��• °R) jI BAR (TYP.) END Y 0M R NOSING BLOCK • _• NOSING BLOCK T q, 2"i1/4 DUAL SLOPED BLOCK i� ICH, P9 18 • 12 TAPER BLOCKIry BACK �r 20 • 16 TAPER BLOCK 1q0 U • 20 TAPER BLOCK - - , g�ONAL 9 6" Y ON) R Y 2"R 63 BAR (TYPJ 0N) R. 2" (IN) R R. 19" fn'PJ SIDE (TW.) 12" FRONT 16 x 12 TAPER BLOCK BACK ISOMETRIC VIEW PRECAST DUAL FACED SLOPED MOUNTABLE CURB STANDARD PLAN F-10.64-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �� w•.SI�•�•srm. E•o�E m."m •r TA�.r•n•n•� 1'-0" 6"1 SIDEWALK FOR SIDE TREATMENT SIDEWALK 61n" (SEE CONTRACT) 1' - 0" 1' - 0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) ROUNDING 2.0% 1 1n" (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM - 11(IN) R. (TYP.) � v 2.0%MAX. 1 SEE STANDARD PLAN F40.12 2.0°b MAX. tP SEE RAISED EDGE 3/8" (IN) PREMOLDED SEE CURB FACE DETAIL DETAIL - THIS SHEET JOINT FILLER WITH RAISED EDGE FINISHED GRADE 1" (IN) BELOW MONOLITHIC CEMENT CONCRETE 1 TOP OF CONCRETE SURFACE CURB AND SIDEWALK SIDEWALK 0„ y _ 0„ MIN. (SEE CONTRACT) 1n•• (IN) R. (TYP.) 1. 1. Gratings, Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other ROUiDING�CURB NOT INCLUDED IN BID ITEM - appurtenances within the Sidewalk must have slip resistant surfaces, be FlUSh -2.0% 1 2.0% MAX. �"R. -.. SEE STANDARD PLAN F-10.12 with surface, and match grade of the sidewalk. PNP1J +PREMOL '(EP P s ED) WALL OR BARRIER ,�P• JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK SIDEWALK 1n°(IN)R. O h J ALL CUT SLOPES MIN. (SEE CONTRACT) in" (IN) R. (TYP.) ZA„0 D .... p a,.0� G '-- `0% 1 CURB NOT INCLUDED IN BID ITEM - - 2.0% MAX. SEE STANDARD PLAN F-10.11 3/8" (IN) PREMOLDED m 4N�TtER JOINT FILLER G F 0 3/8" (IN) PREMOLLER JOINT FILLER E SIDEWALK ADJACENT TO WALL DETAIL ADJACENT TO CURB BRIDGE OR PEDESTRIAN RAILING BARRIER -SEE SIDEWALK CONTRACT PLANS (SEE CONTRACT) in" (IN) R. (TYP.) FLUSH CURB NOT INCLUDED IN BID ITEM 2.0% MAX. SEE STANDARD PLAN F-10.12 VERTICAL WALL - 318" (IN) PREMOLDED SEE DETAIL JOINT FILLER(WP.) ADJACENT TO CURB AND RAILING OR WALL 3'-0" MIN. FOR SIDE TREATMENT SIDEWALK I BUFFER STRIP SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) SECTIONS 1 1/2" (IN) R. CURB NOT INCLUDED IN BID ITEM - 2.0% MAX (TYP.) �SEESTANDARD PLAN F-10.12 FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ADJACENT TO BUFFER STRIP 6" ^ LEVEL 1/2"(IN) R. " (IN) R. RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE II ,D' D PREMOLDED JOINT FILLER (E) EXPANSION JOINT SEE © 61/2- CONTRACTION FACE OF CURB JOINT 51n" 1" • 1" (IN)•R. + ROADWAY 8" 6 1/2'• I 1" CURB FACE DETAIL EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) BROOMED FINISH (TYP.) 4" (IN) NUDE, SMOOTH -TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM SEE STANDARD PLAN F-10.12 CONTRACTION JOINT IN SIDEWALK ONLY EXPANSION JOINT IN BOTH CURB AND SIDEWALK ISOMETRIC VIEW JOINT AND FINISH DETAIL 1/I 8"T01/4" D D�'D+TO © CONTRACTION JOINT 8L S. Ali �O 9 M777 O 4� AeB9rONAL Michael S , !Mi-- Fleming , o - oe 24 o�4a 16 L1 Do CEMENT CONCRETE SIDEWALK STANDARD PLAN F-30.10-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 T Y��Tt7� 11,43:50-07'00' _ INEEI WoeM1inebn Sloh Depa�M1nenl nl TmnepnNoiien 4'-0"MIN.- A 4'-0"MIN.^ (A SEE CONTRACT PLANS SEE CONTRACT PLANS Y 318" EXPANSION PEDESTRIAN CURB - 3/8" (IN) EXPANSION JOINT (TVPJ -SEE SEE NOTE 9 JOINT (TYP.) -SEE PEDESTRIAN CURB - STANDARD PLAN F40"0 STANDARD PLAN F-30.10 i SEE NOTE 9 LANDING LANDING B SIDEWALK CURB AND GUTTER J yr� O *I vM SIDEWALK 3" R. CURB AND GUTTER CURB RAMP CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 4'-0"MIN.- SEE CONTRACT PLANS ` DETECTABLE WARNING SURFACE - 4' - 0" MIN. ^ SEE STANDARD PLAN F-4b.10 SEE STANDARD PLAN F� 10 SEE CONTRACT PLANS FACE OF CURB DEPRESSED CURB AND GUTTER FACE OF CURB DEPRESSED CURB AND GUTTER CROSSWALK CROSSWALK I PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B 4'-T MIN. SEE CONTRACT PLANS GRADE BREAK iOCONTRACTION JOINT (TYPJ - SEE STANDARD PLAN F-30.1 " FOR CURB RAMP LENGTHS GREATER THAN V - TPROVIDE COUNTER SLOPE TOP OF CONTRACTION JOINT EQUALLY SPACED 4'-T MIN. OC. 1e� * 5.0% ROADWAY CEMENT CONCRETE PEDESTRIAN W LANDING DEPRESSED CURB AND GUTTER - CURB - SEE NOTE 9 j SEE STANDARD PLAN F-10.13 AND NOTE 6 NOTES 1. At marked crosswalks, the connection between the landing and the roadway must be contained within the width of the crosswalk markings. 2. Where "GRADE BREAK" is Called out, the entire length of the grade break between the two adjacent surface planes shall be Flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the Landing connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk Over a horizontal distance of 15 feet. Do not include abutting landing(s) in the15-f6ot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the walkway. 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8.14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain. SECTION O 4-D'MIN. 1 15'-0" MAX.(TYPJ LEGEND 15- 0" mAX. (TYP.) 4-0" MIN. 15' - 0" MAx. MP.) SEE NOTE 7 SEE CONTRACT PLANS SEE NOTE 7 SIDEWALK GRADE BREAK GRADE BREAK o CURB RAMP CURB RAMP LANDING 3/8" EXPANSION JOINT (TYR) - 1 SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 8 ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION GRADE BREAK SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR GRADE BREAK DESIGN/FORMWORK (2% MAX.) * a i *� 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ • FORMWORK (8.3% MAX.) - SEE NOTE 7 CURB RAMP PEDESTRIAN CURB - 3/8" (IN) EXPANSION JOINT (TYP.) - SEE NOTE 9 LANDING 1 SEE STANDARD PLAN Fa0.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 8 ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT ItAft �oAR �8GISTS BS10 AL g�G PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION w.mmeb� smn c.a=mm.m.r Tmnw.nvilen CONTRACT PLANS CEMENT CONCRETE PEDESTRIAN CURB- LANDING SEE NOTE 9 n_- ICURBRAMP t C / CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 ! 1 CEMENT CONCRETE CURB AND GUTTER - SEE NOTES 4 & 6 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 F PLAN VIEW TYPE COMBINATION WITH BUFFER MATCH SIDEWALK (4' - 0" MIN.) - SEE CONTRACT PLANS 318" (IN) EXPANSION JOINT (TYP.) SEE STANDARD PLAN F40.10 BUFFER STRIP (TYP.) - SEE CONTRACT PLANS DEPRESSED CURB AND GUTTER - SEE NOTES 4 & 6 CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 3" R. (TYP.) DEPRESSED CURB AND GUTTER - SEE NOTES 4 & 6 CEMENT CONCRETE CURB AND GUTTER - SEE NOTES 4 & 6 NOTES 1. At marked crosswalks, the connection between the curb ramp and the roadway must be contained within the width of the crosswalk markings. 2. Where "GRADE BREAK' is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurtenances on any part of the Curb Ramp or Landing, or in the Depressed Curb and Gutter where the landing connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, the running slope of the Curb DETAIL OD ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet. Do not included CURB RADIUS DETAIL the abutting landing in the 15-foot max. measurement. When a ramp is constructed on a red !us, the 15-foot max. length is measured on the inside radius along the back of the walkway. 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specificaflons 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. LEGEND DETECTABLE WARNING SURFACE - 4'-0"MIN. 15'-0" MAX( SEESTANDARDPLAN F45.10 CEMENT CONCRETE SEE CONTRACT PLANS SEE NOTE 1 GRADE BREAK 15' - 0" MAX. (TYP.) 4'. 0" MIN. 15' - 0" MAX. (TYP.) PEDESTRIAN CURB - BEE NOTE 9 GRADE SEE NOTE ] SEE CONTRACT PLANS SEE NOTE ] "v BREAK SLOPE TOP OF GRADE BREAK GRADE BREAK iC .Jr.k COUNTER Mk,ROADWAY =* *= ' LANDING DEPRESSED CURB AND GUTTER - CURB RAMP AND NOTE 6 ESTANDARD PLAN F-10.12 CURB RAMP LANDING \\ \ CURB RAMP (IN) EXPANSION JOINT (TYP.) - SECTION A SEE STANDARD PLAN F-30.10 SECTION CO 0 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-00.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHS GREATER THAN 8' CONTRACTION JOINT EQUALLY SPACED 4'- 0" - 0" PROVIDE MIN. OC. CURB RAMP 4'-0"MIN. 3'-0"MIN. (TYPJ SEE CONTRACT PLANS SEE CONTRACT PLANS BUFFER STRIP TOP OF ROADWAY it CEMENT CONCRETE CURB AND CEMENT CONCRETE PEDESTRIAN CURB (TYP.) - SEE NOTE 9 SECTION B GUTTER - SEE NOTES 4 & 6 "CEMENT CONCRETE CURB RAMP TYPE COMBINATION" PAY LIMIT - SEE NOTE 6 _.I PAY LIMIT -� SLOPE IN EITHER DIRECTION 1.5 OR FLATTER RECOMMENDED FOR 1t DESIGN/FORMWORK(2%MAX.) .A. * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) B*ZONAL g�G COMBINATION CURB RAMP STANDARD PLAN F-40.14-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION _ cwE w.mmeb� smn c.a=mm.m.r Tmnw.xvilen CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS IANDING GRADE BREAK LANDING CURB RAMP GRADE BREAK SEE CONTRACT PLANS- CEMENT CONCRETE SEE CONTRACT PLANS - 4' - 0" MIN. SIDEWALK - SEE NOTE 5 40" MIN. I PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - * 4'- 0"l IN. FLARE (TYR) 3/8" EXPANSION JOINT TYP') ^ SEE 3/8" EXPANSION CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE J BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - A, � � ':iiiiEii i':ii':': * * SEE CONTRACT PLANS ...... :'E::i CURB, OR CURB - --- AND GUTTER ^ CURB, OR CURB SEE NOTE 4 - AND GUTTER - DETECTABLE WARNING SURFACE ^ SEE NOTE 4 SEE STANDARD PLANF45.10 FACE OF CURB FACE OF CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER TO CURB (TYP.) CROSSWALK SEE NOTE 4 1O CONTRACTION JOINT (TYP.) ` SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'-0" PROVIDE PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- D' MIN. OC. TYPE PERPENDICULAR A CURB RAMP WIDTH 4' -0" MIN. LANDING TO MATCH CURB RAMP WIDTH -SEE CONTRACT PLANS T GRADE BREAK 2'.0" �i MIN. SEE CONTRACT PLANS\ 4' - 0" MIN, BUFFER WIDTH - MATCH TO CURB RAMP DEPTH (TYP.) W v CEMENT CONCRETE PEOESTRIANCURB- SEE NOTE 4 DETECTABLE WARNING SURFACE SEE STANDARD PLAN F45.10 DEPRESSED CURB AND GUTTER CROSSWALK PLAN VIEW TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE ^ (SHOWN WITH BUFFER) SEE STANDARD PLAN F46.10 4'- 0" MIN. 15' - 0. MAX. (TYP.) GRADE BREAK SEE CONTRACT PLANS SLOPE TREATMENT ^ SEE NOTE ] COUNTER SLOPE - SEE STANDARD PLAN FJ0.10 GRADE BREAK 5.0% MAX. * TOP OF ROADWAY LANDING CURB RAMP DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION O CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB RAMP TYPE PERPENDICULAR "B" PAY LIMIT - SEE NOTE 6 NOTES 1. At marked crosswalks, the connection between the curb ramp and the road- way must be contained within the width of the crosswalk markings. 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be Flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and Pedestrian Curb details. 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feel (unless shown otherwise in the Contract Plans). When applying the 15-foot max. length, the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the landing over a hon2ontal distance of 15 feet. Do not include the abutting landing in the 15-foot max. measurement. S. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8.14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. LEGEND SLOPE IN EITHER DIRECTION ,k 1.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (2% MAX.) .k .* 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) 9.6% OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (10% MAX.) .1. ISOMETRIC VIEW ISOMETRIC VIEW CURB RADIUS DETAIL OB TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT SCOep Irlsg�1lcs. Mn �o�R �8a18T>d&�9 tit1�b B�ZONAL 6�0 ate. 333LTar PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' W-hinebn—EDepaEil fel Tmnee.Nniien MATCH SIDEWALK WIDTH - 4' 0" MIN. - SEE CONTRACT PLANS 3/8" (IN) EXPANSION JOINT - SEE STANDARD PLAN F40.10 SIDEWALK - SEE NOTE 6 1 BUFFER STRIP -SEE X CONTRACT PLANS PEDESTRIAN CROSSING CLOSURE SIGN NOTES 1. This plan is to be used where pedestrian crossing in one direction is not permitted. 2. At marked crosswalks, the Connection between the Landing and the roadway must be contained within the width of the crosswalk markings. 3. Where"GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing or in the Depressed Curb and Gutter where the Landing Connects to the roadway. 5. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and Pedestrian Curb details. 6. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. 7. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. 8. The Curb Ramp length is not required to exceed 15 feet (unless shown otherwise in the Contract Plans). When applying the 15-foot max. length (measured from back of sidewalk) the running slope of the curb ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into the sidewalk over a horizontal distance of 15 feet 9. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8.14. 10. Pedestrian Curb may be omitted if the ground surface at the back of the DETECTABLE WARNING SURFACE - Curb Ramp and/Or Landing will be at the same elevation as the Curb 15, - 0" MAX SEE STANDARD PLAN F45.10 15' - 0" MAX (TYP.) 15' - 0" MAX (TYP.) Ramp or Landing and there will not be material to retain. m''M GRADE BREAK SEE NOTE 8 SEE NOTE 8 SEE NOTE 8 GRADE BREAK GRADE GRADE BREAK LEGEND GRADE BREAK GRADE BREAK COUNTER SLOPE BREAK _X 5.0%MAX. SIDEWALK- SIDEWALK- SLOPE IN EITHER DIRECTION SIDEWALK - SEE NOTE 6 SEE NOTE 6 SEE NOTE 6 * *a * To OF * * * * k 1.5 OR FLATTER RECOMMENDED FOR ROADWAY �� �� DESIGN/FORMWORK(2%MAX.) * DESIGN/FORMWORK OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) CURB RAMP LANDING DEPRESSED CURB AND GUTTER - CURB RAMP a LANDING CURB RAMP SEE NOTE 7 �� SEE STANDARD PLAN F-10.12 �oTT S L� > 04 "Asei 1 SECTION SECTION O<1> CONTRACTION JOINT (T -SEE STANDARD PLAN 0 (ALONG INSIDE RADIUS AT BACK OF WALKWAY) FOR CURB RAMP LENGTHSHS GREATER THAN 8' -0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. N � PEDESTRIAN CURB - SEE NOTE 10 PEDESTRIAN CURB - MATCH SIDEWALK WIDTH - 4' 0" MIN. SEE NOTE 10 SEE CONTRACT PLANS LANDING y8" (IN) EXPANSION JOINT- SEE 15'-0"MINI c3"R. ,. STANDARD PLAN F-30.10� ,SIDEWALK NOTE 6 Li DETECTABLE WARNING SURFACE BUFFER C SEE STANDARD PLAN F46.10 STRIP JrSEE AND GUTTER - OTE 5 P PEDESTRIAN CROSSING CLOSURE SIGN FACE OF CURB PLAN VIEW TYPE SINGLE DIRECTION A "CEMENT CONCRETE CURB RAMP TYPE SINGLE DIRECTION A" PAY LIMIT - SEE NOTE ] ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT MATCH SIDEWALK WIDTH -4'0" MIN. SEE CONTRACT PLANS CURB RAMP — LANDING 3" R. / BUFFER STRIP • PEDESTRIAN CURB • SEE NOTE 10 I � a n _.._ -4 u w C DETECTABLE WARNING SURFACE SEE STANDARD PLAN F45.10 CURB AND GUTTER - SEE NOTE 5 FACE OF CURB RAMP CURB PLAN VIEW TYPE SINGLE DIRECTION B "CEMENT CONCRETE CURB RAMP �OAQ' �8GI STS TYPE SINGLE DIRECTION B"SEE NOTE ] - B8r0NAL Q'�G 1' (IN) SURFACE -SEE RADIUS DETECTABLE WARNING - C ORNER - STANDARD PLAN F-45.10 PEDESTRIAN CURB DEPRESSED CURB AND GUTTER - SEE NOTE 5 go- ANGLE RADIUS MAY VARY 1._0 ISOMETRIC VIEW DETAIL OC TYPE SINGLE DIRECTION B PAY LIMIT SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION _ eucw WoeMngron Sraro Depamm•m el Tmnsnenu4en C MIN. MAX. A 1.W' 2," C 0015' 0— .0 D T TRUNCATED DOME E 0.2" 0.2" SECTION O TRUNCATED DOME SPACING SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS a ¢ LANDING O mOFFSET WALKWAY CURB RAMP SEE NOTE7 WIDTH OF WALKWAY WALKWAY w .. DETECTABLE WARNING SURFACE(DWS)- M SEE NOTE 3 BACK OF CURB SINGLE DIRECTION CURB RAMP (GRADE BREAK BETWEEN CURB AND LANDING 5 5 FT. FROM BACK OF CURB) CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY SEE TRUNCATED DOME / DETAIL - THIS SHEET BACK OF CURB - SEE NOTE 2 � DETECTABLE WARNING SURFACE(DWS)- SEE NOTE 3 2'-0"MIN.- TYP. OF ALL APPLICATIONS CURB AND GUTTER J -I I- LANDING, CUT -THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL LANDING WALKWAY �f 4MDTH OF CUT - THROUGH \UReRAM iiiFLARE :.... ...: ... z _ Ir (SEE NOTE &) BACK OF CURB - DETECTABLE WARNING WHEELCHAIR DIRECTION SEE NOTE 2 SURFACE (DWS) - CURB RAMP LANDING OF TRAVEL SEE NOTE 3 WIDTH OF CURB RAMP / WALKWAY CI m WIDTH OF PERPENDICULAR CURB RAMP WALKWAY (SEE NOTE S) WIDTH OF CURB RAMP, LANDING, OR WALKWAY "' +^ DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE WARNING ••• (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 3 & (SEE NOTE 5) CURB RAMP CURB RAMP WALKWAY LANDING WALKWAYRAILBACK ti OF CURB - DETECTABLE WARNINGSEE NOTE 2 WIDTH OF SURFACE (DWS) - SEE NOTE 3 LANDING PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING (SEE NOTE S) NOTES 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2" (in) on each side of the DWS is permitted. 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in) thick concrete pad. The DWS panel shall be placed adjacent to the back of the curb and with no more than a 2" (in) gap between the DWS and the back of the curb measured at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires a Concrete border around the DWS, a variance of up to 2" (in) from the back of the curb is permitted (measured at the leading corners of the DWS panel). 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, and perpendicular to the grade break at the back of curb. 4. If curb and gutter are not present, such as a shared -use path Connection, the Detectable Warning Surface shall be placed at the pavement edge. 5. See Standard Plans for sidewalk and curb ramp details. 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the it crossing. 7. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. 8. Glued or sf ck down Detectable Warning Surfaces are allowed only for temporary work zone applications. ISLAND CUT -THROUGH DETECTABLE WARNING SURFACE (TYP.) - SEE NOTES 3 AND 8 \ DETECTABLE WARNING SURFACE (DWS)- SEE NOTES 3 & 4 PLACEMENT GUIDELINES WIDTH OF CUT -THROUGH ITYP 1 LEGEND — DIRECTION OF TRAVEL MIN. �pTT ZE �P0 OF WASgY� l� H 1+ z w oAd A�OI S TBY��o ,=G �s70NAL Q�G Aug 30, 2021 DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-03 SHEET 1 OF 1 SHEET ALLOWABLE ALTERNATIVE TIE -DOWN METHOD WATTLE TRENCH - SEE NOTE 1 113 DIAMETER OF WATTLE CONTOUR LINE (TYP.) INt ANGLE TERMINAL END UPHILL 24" (IN) TO 48" (IN) TO PREVENT FLOW AROUND WATTLE (TYP.) GAO MA 2" (IN) - 2" (IN)- 24' (IN) MIN. - UN -TREATED WOODEN STAKE (TVPJ WATTLE DETAIL PLAN VIEW 2" (IN) . 2" (IN) - 24" (IN) WOODEN STAKE (TYP.) AREAAVAILABLE FOR SEDIMENT TRAPPING (TYP.) NOTES 1. Wattles shall be in accordance with Standard Specification, Section 9-14.5(5). Install Wattles along contours. Installation shall be in accordance with Standard Specification, Section 8-01.3(10). 2. Securely knot each end of Wattle. Overlap adjacent Wattle ends 12" (in) behind one another and securely tie together. 3. Compact excavated soil and trenches to prevent undercutting. Additional staking may be necessary to prevent undercutting. 4. Install Wattle perpendicular to flow along contours. 5. Wattles shall be inspected regularly, and immediately after a rainfall produces runoff, to ensure they remain thoroughly entrenched and in contact with the soil. 0. Perform maintenance in accordance with Standard Specification, Section 8-01.3(15). 7. Refer to Standard Specification, Section 8.01.3(16) for removal. WATTLE SPACING TABLE TEMPORARY PERMANENT 8"-10" OR 10"-12"DIAM. 10"-12"DIAM. SLOPE MAX. SPACING SLOPE MAX. SPACING 1H:1V 5'-01, - - 2H:1V 10'-0" 3H:1V 3H:iV 15'-0" 3H:1V 10'-0" 4H:iV 20'-0" 4H:1V 15'-0" SPA21NIG VAELI�LS -.SEE WATTLE - III on SECTION ( WATTLE INSTALLATION ON SLOPES OF IN OBE N4,y, 1•ni he' � z • 2 N O tiry O P. sCAPE APO WATTLE (TYP.) - SEE DETAIL WATTLE INSTALLATION ON SLOPE STANDARD PLAN 1-30.30-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION _ eucw w.mmemn smn c.a=mm.m.I Tmnw.nvilen 2 0 aU N DRAINAGE GRATE TRW GRATE FRAIME: SEDIMENT AND DEBRIS FILTER® MTER 0 0 0 SECTION VIEW NDTTO SCALE OVERFLOW BYPASS BELOWINLET GRATE DEVICE DRAINAGE GRATE - RECTANGULAR GRATE SHOWN NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure R Will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 841.3(15). RETRIEVAL SYSTEM (TYP.) STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco BakoNch Ill 08-20-07 YralNrm 11prr MPseFir MTgigsrpr.n 3- (IN) PEDESTRIAN PUSHBUTTON POST BIL 3' (IN) PIPE CAP GROUNDING CONNECTION - SEE DETAIL IFERRULE A EQUIPMENT GROUNDING ANCHOR CONDUCTOR COUPLING (TYP.) BRACKETCNNFIELD DRILL AND TAP FOR 1/4-20 THREAD BOLT (TYP.) ANCHOSHIM (TVPNO MORE THAN TWO PER C 0 U P L I NG EXPLODED VIEW BREAKAWAY BASE CONNECTOR 5/8' (IN) DIAMETER HOLE (SEE NOTE 1) PEDESTRIAN PUSHBUTTON POST-. 3' (IN) STEEL PIPE (SCHEDULE 40) TOP OF FOUNDATION 3/4- ON) CHAMFER _ (TYR.) b h �i 3- (IN) PEDESTRIAN PUSHBUTTON POST - BRACKET ADAPTER (TYP.) BRACKET (TYP.) COUPLING BOLT (TYP.) 3- (IN) PEDESTRIAN PUSHBUTTON POST ANCHOR COUPLING TYP.) EQUIPMENT GROUNDING SHIM (TYP.) TOP OF PAVED SURFACE CONDUCTOR BRACKET ADAPTER � BRACKET (TYP.) of ` PREMOLDED COUPLING BOLTILL JOINT FER (TYP.) ,., COMMERCIAL a� CONCRETE „¢ ANCHOR FERRULE SHIM (TYP (TYP 1' (IN) DIAMETER ELECTRICAL FOUNDATION DETAIL ANCHOR FERRULE (TYP.) 1' (IN) DIM. ELECTRICAL CONDUIT 1' THREAD NOTES TOP OF _ �POST 1. See Standard Specification 9-06.16 for Breakaway Base Connection details. Dimensions for the parts used _ _ to assemble the base Connections are intentionally not shown. Base Connections are patented manufactured products that are in compliance with NCHRP 350 crash test criteria. The Breakaway Base Connection details are only shown on this plan to illustrate how parts are assembled. 2. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. ID S. Secure Conductor in adjacent Junction Box per detail in Standard Plan J-28.70. d 4. Where shown in the plans, install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (in) to post height to accommodate plaque and leave a 2" (in) space between signs. S. Mounting distances vary between manufacturers. See manufacturer's recommendations for mounting information. h ; 6. Junction Box serving the Standard shall preferably be located 5' - 0" (10' - 0" Max.) from the Standard. I s I ®w w PIPE CAP 1/B _ -AI NLESS STEEL TOP OF POSTE FLAT11E R(TYPJ 1/4" (IN) • 1 1/4" (IN) LONG THREADED STTUDL DETAIL ( POST WALL N �` THREE 1/4" (IN) STAINLESS EQUIPMENT GROUNDING CONDUCTOR AND FULL STEEL HEX NUTS CIRCLE CRIMP -ON CONNECTOR - CRIMPED WITH A MANUFACTURERS RECOMMENDED CRIMPER GROUNDING CONNECTION DETAIL t WELD STUD TO POLE WALL TO MAXIMUM EXTENT POSSIBLE -10 (IN) MINIMUM WELD CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS (SHOWN EXPLODED FOR CLARITY) EDGE OF SHOULDER TOP OF FOUNDATION ANCHOR COUPLING (TYP.) CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUBOUTEDGE LINE JOSEph O o1 WAft, 9rz �o q 39820 O 0m BGISTSRO �2 S9ZONAL QNG ACCESSIBLE BREAKAWAY PEDESTRIAN PUSHBUTTON (PPB) POST STANDARD PLAN J-20.15-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION — srnreoesi0x ex0ix�x wo.nlxrnx srm. P.ponm.m ei TAx.r.nal.x ACCESSIBLE PEDESTRIAN PUSHBUTTON (APB) ASSEMBLY INSULINER SLEEVE WIRE F PERSPEI KEY FACE PLATE 2 1/420.3/8" LONG STAINLESS STEE 3 1/4-20 STAINLESS STEEL SCREWS 4 PUSHBUTTON FRAME ADAPTER 5 1/4-20 STAINLESS STEEL BOLT W/ M ANDLOCKWASHER $fARTCRGSSNG ® W4tA� WNdeR REW1tl1fa SMWDWBNIG VMmW STARfCItl36NG ® YhGI Far YaImW -� RYi QaoYB Fy�� -IPMI- RbM1 Mmft -®- PotlM GwY9 Iun ESIibA NOWN ' 'I'M TINE REMANNG TINE 8EMMIM NNG TIME MU 08" TO RRIBN Cmmv O ® TO Re1N CmWp 8 TR NO CmBYy ® OONT CROSS ® OINR CROSS ® OQR CROSS RISH��� m cRDss rD cRoss m DMss 9" PUSHBUTTON STATION 7 DRILL AND TAP SHAFT FOR 1/4" DIAM. BOLT S DRILL AND TAP SHAFT FOR 5/8" WIRE GUIDE HOLE - ADD INSULINER R70.3e(RIGHT) R10Je(LEFT) R10-3e(MOD.) PEDESTRIAN PUSHBUTTON INSTRUCTIONAL SIGN METAL POLE INSTALLATION PPB-M ATTACH SIGN TO ADAPTER - 1/4-20 • 3/8" STAINLESS STEEL SCREWS (TYP.) ATTACH ADAPTER TO PUSH- BUTTON STATION - 114" DIAM. COUNTERSUNK HOLE, 318" LONG FLAT HEAD SCREWS(TYP.) PEDESTRIAN PUSHBUTTON FRAME ADAPTER ISOMETRIC VIEW (METAL POLE SHOWN) �� JOSEph, west! a O Se da ac 9tz Z��� �O .t 39620 O Q'm g § Ail N S9ONAL lo/sraR° QNG €j[F €Sty) ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco BaKotich III 7112112 Al Wu.hi� .53�maxaix -.1 al Tn�uponaeon WOOD POLE INSTALLATION ALTERNATIVE 1 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER STRAIN POLE) 1 FACE PLATE 2 1/4-20 x X.- LONG STAINLESS STEEL SCREW 3 1/4-20 3TANLESS STEEL SCREWS 4 PUSHBUTTON FRAMEADAPTER 5 LAG BOLT WITH WASH ER 8 PUSHBUTTON STATION ] CONDUR DIAMETER t 1/8"HOLE THRU POLE 8 CONDULET 9 314'CONDUIT 10 LIQUID-TITE FLEX CONDUIT 11 ONE PIECE TWO HOLE CLAMP LAG BOLT 13 INSULINER SLEEVE ACCESSIBLE PEDESTRIAN SIGNAL (ASP) ASSEMBLY WOOD POLE INSTALLATION ALTERNATIVE 2 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER STRAIN POLE) TEMPORARY TIMBER POLE WOOD POLE INSTALLATION ALTERNATIVE 3 PPB-W (ACCESSIBLE PEDESTRIAN PUSHBUTTON - TEMPORARY TIMBER POLE) ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich III 7112112 — s.nreoesiox exaixeex onre wo.nlx�nx s.m. o.Ponn,.m el TAx.Ponalox TAPER DIVIDER ENDS TO MATCH INSIDE -�- --� - TAPER OF BOX BOX INTERIOR LENGTH -1/16' 0 OS16'(IN)•I-(IN)S. S. mP') 1/4 U COUPLING NUT Sib° (IN) • 1 R W (S.S. .) Ryp) SET SCREW (TYPJ 10 GAGE J GALVANIZED m DIVIDER PLATE STEEL SIDE\ ELEVATION VIEW 4a (FOR TYPE 2 JUNCTION BOX ONLY) LID SUPPORT (TYP.) (SEE NOTE 3) GROUNDSTUD (SEE NOTE 4) COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH - 1/4' (IN) . 3/4''((IN) HEADED ANCHOR SHEAR STUD - 3/8' (IN) • 3' (IN) 10 COUNT STUDS EVENLY SPACED AROUND FRAME J (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK- ING DETAILALTERNATIVE 2) (SEE NOTE 11) 1 &W (IN) DIAM. HOLE WITH 1/2 -13 • 1 112 STAINLESS STEEL PENTA HEAD BOLT BOLT PLATE - SEE DETAIL 3/16 TOP OF SOIL SURFACE OR FINISHED GRADE ------ o_.:___1 I—_. -------------- 1 LID 004 vvv HOOK SEE (TYPJ 116e NOTE J Y 1 114" GAP (TYP.) 4' FOR HOOK RELEASE (Typ,) LOCKING LID STANDARD DUTY JUNCTION BOX (CONDUITS NOT SHOWN) A GROUNDING STUD; TUD 11/2'MIN. (SEE NOTE 4) STEEL 3/ COVER PLATE � UD HOOK (SEE NOTE 6) CRUSHED SURFACING (BASE COURSE OR TOP COURSE) - PER STANDARD SPECIFICATION D-U9(3) -C ® GRS CONDUIT DUIT -------- '- - SECTION OA NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 1/4-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. 6. Equipment Bonding Jumper shall be # 8 AWG min.. 4' (R) of tinned braided copper. DIAMOND PATTERN 31W (IN)STEEL COVER 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See (SEE NOTE 2) LIP PLATE (TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, UD SUPPORT (7VP.) See Standard Specification 9-29.2(4). WELDED WIRE 8. When required in the Contract, provide a 10" (1n) x 27 1/2" (1n), 10 gage divider plate, complete, with FABRIC (I I (TYPO 1/a fasteners in each Type 2 Junction Box where specified. JUNCTION BOX DIMENSION TABLE ITEM BOX TYPE TYPE 1 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22' 3W B OUTSIDE WIDTH OF JUNCTION BOX 1T 221/2' 1EW C INSIDE LENGTH OF JUNCTION BOX 18'-19' 28'-2V D INSIDE WIDTH OF JUNCTION BOX 13'-14' 17'-18' E LID LENGTH 17 S8' 28 SB° F LID WIDTH 125V 181/8' CAPACITY -CONDUIT DIAMETER 8' 12° HEADEDANCHOR SHEAR STUD (TYP.) (SEE NOTE 11) WELDED WIRE HOOP (TYR) . (SEE NOTE 10) SECTION O PERSPECTIVE VIEW 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for alternative reinforcement and class of concrete. 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and TPull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved 11N2. shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved IN. shoulders shall be Heavy -Duty. WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8.20.3(6). GROUND STUD (SEE NOTE 4) COVER LIP (IN) STEEL 01 a WA% COPLATE Equipment COUPLING NUT FOR ALTERNATIVE2- Q� 0l WA3yy_' TOP OF PAVED Conductor 1 112 MIN. SEE DETAIL "E" ALTERNATIVE 2 SURFACE Copper SOldedess F LID SUPPORT P.) - TOP OF BASE Crimp Connector COVER LIP PLATE 3/1B" L SHAPE SHOWN Z tZ (SEE NOTE 3) COURSE O Equipment Bonding •o Jumper (See Note 6) 3/e" (IN) • HEADED ANCHOR 9 Q , SHEAR STUD (1'/P.) 0�, .PB39e2oA00 2� ® See Contract for Conduit WELDED WIRE �'YB GISTS �G\ size and number `` FABRIC (TYPJ TONAL Q (WWF)4-4W2.9.W2.9 111 (S GAGE) (SEE NOTE 10) rc COVER MARKING DETAIL 2' � WELDED WIRE HOOP m 8 MIN. '• 3 (TYP.) Ma (6 GAGE) LOCKING LID STANDARD .1'(TYP.) j,: (SEE NOTE10) DUTY JUNCTION BOX ' TYPES 1 & 2 ao z o T it STANDARD PLAN J-40.10-04 s�SHEET 7 OF 2 SHEETS 1/4'CLEAR APPROVED FOR PUBLICATION O V AROUND v:l T 1 O h..a...v. v v v OO SECTION O SEE NOTE? s..reoa�mN E.m�x�a Airwo.nl,,,ax,. s.m. o. m.,n ar TA,,.wnan�, (CONDUITS NOT SHOWN) 12.13 x 1 12 S. S. PENTA HEAD BOLT AND 12" (IN) S. S. FLAT WASHER 1 3/B" (INA p BOLT PLATTYP.2°(IN)+1/4°(IN)STEE 1 SW (IN) SLOTTED S. S. CHANNEL WRH S. S. CHANNEL NUTAND SPRING LID SUPPORT - L SHAPE SHOWN (SEE NOTE 3) 3/8' (IN) STEEL COVER LIP PLATE W WF-TIED IN 2 PLACES TO HEADED ANCHOR SHEAR STUD W WF 4.4.W2.9-W2.9 (TYP.) IS GAGE) - (SEE NOTE 10) 3/8" (IN) • 3' (IN) HEADED ANCHOR SHEAR STUD- - WELDED TO LIP PLATE LID LIFTING NOTCH -1W (IN) • 3/4' (IN) 3/B" (IN) STEEL COVER PLATE ^ 318" (IN) STEEL SHOWN CUTAWAY FOR CLARITY COVER LIP PLATE y18 (TVP-) LID SUPPORT- -LSHAPE SHOWN V 3Ni (SEE NOTE 3) HEXCOUPLINGNUT WWF-WELDED LID BOLT DOWN TO LIP PLATE A'TACHMENTTAB- SEE DETAIL WELDED WIRE LID SUPPORT- L SHAPE SHOWN 3/8-(IN)STEEL (SEE NOTE 3) COVER PLATE J 3M' (IN) STEEL ?. COVER LIP PLATE 3/16 V1\ HOOK -1' V ( 7°IN)+y18^(IN) (IN) ANGLE y18 112 LID SUPPORT - LSHAPE SHOWN WWF-TIED IN 2 PLACES (SEE NOTE 3) TO EACH HEADED - HOOP (TYP.) � V DETAIL OF W29 IS GAGE) (SEE NOTE 10) SECTION OC ALTERNATIVE 1 SHOWN PERSPECTIVE VIEW 7 /4" LID LIFTING NOTCH y�� — 72-13 • 7 12 S. S. PENTA HEAD BOLT AND 12" (IN) S. S. FLAT WASHER 1 318' (IN) DIAM. HOLE BOLT PLATE CHANNEL^ SEE DETAIL BOLT PLATE CHANNEL - j - SEE DETAIL 3/6' (IN) STEEL COVER LIP PLATE 3/16 V 11G W WF -TIED IN 2 PLACES TO HEADED ANCHOR SHEAR STUD WWF 4x4-W2.9-W2.9 (TYP.) (6 GAGE) - (SEE NOTE 10) 3' 8' (IN) • 3' (IN HEADED ANCHO SHEAR STUD - - WELDED TO LIP PLATE (SEE NOTE 6) M. \�C[ BOLT DOWN T HEX COUPLING NUT ATTACHMENTTAB- S. S. y16-NC • 7/8" (IN) WITH SEE DETAIL S. S. 5/16-NC • 3/4^ (IN) BOLT & THREE EACH S. S. 5116' (IN) FLAT WASHERS UD BOLT DOWN SUPPORT ANGLE 1 12• (IN) • 3° (IN) • 1/4' (IN) ANGLE DETAIL (E ALTERNATIVE 2 SHOWN 1/2 - 13 • 1 1/2 S. S. PENTA HEAD BOLT AND 12' (IN) S. S. FLAT WASHER 1 (IN) x I(IN) VERTICAL SLOT y VERTICAL SLOT 1/T(W)NGLE(N) STEEL ANGLE 4 4 3/16 1/S'(IN)•31'WN)) ANGLE ('TYP.) `a IW (IN) STEEL PLATE 'A UD SUPPORT ^ L SHAPE SHOWN 1/4'(IN)S. S. PLATE (SEE NOTE 3) DETAIL OE ALTERNATIVE 3 SHOWN ANCHOR SHEAR STUC WWF 4.4-W2.9•W2.91TYP.) (6 GAGE) (SEE NOTE 10) 318'. (IN) • TIN) HEADED ANCHOR SHEAR STUD ^ WELDED TO LIP PLATE 112-13 • 1 12 S. S. PENTA HEAD BOLT AND IW (IN) S. S. FLAT WASHER - LID LIFTING NOTCH -1/4' (IN) + 3/4° (IN) 3W (IN) STEEL COVER PLATE - SHOWN CUTAWAY FOR CLARITY 1/4' LID LIFTING NOTCH YQN)x7EEILlI)-3 21 _ 1/2' - 1' j' i�yg'I GAGE STEEL SPACER I 12-13+7 V2 S. S. PENTA HEAD BOLT AND 12" (IN) S. S. FLAT WASHER BOL1• Nam- (IN) HORIZONTALSSLOTTED SEEE DETA�C STEEL CHANNEL 3 (SEENOTE6) %LID 6/S'(IN)+7'(IN)HORIZONTALSLOT 316 HEX COUPLING NUT S. S.5/16-NC • 7/8' (IN) WITH DOWN ATTACHMENT S. S. 5116-NC +3/4' (IN) BOLT \ &(3 EACH) S. S. y16'(IN) TAB -SEE DETAIL FLAT WASHERS DETAIL (E ALTERNATIVE 1 SHOWN ALTER94ATPJEI LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) 2° I 6/8' (IN) x 1' N) VE CAL I .i _ II SL07 1 BOLT PLATE CHANNEL 70SEph O� 04 WA3yY 90 .F 39820 O �m 'oN `901STBR0 `2 S"ZONAL Q'NG '� 1/4'(IN)STEEL rLID � � - _._'� _._._ OCKING LID mN ' 33/4' vePLATELDUTYJUNCTIONBOXD - �� ` ; ' 1 / .; ;: TYPES 1 & 2 T _`___ I � STANDARD PLAN J-40.10-04 y4' IN) 1� SHEET 2 OF 2 SHEETS 1/8' (IN) • 3/4" (IN) STEEL RAOIUS ANGLE - RIGHT ANGLE 1/2'(IN)S. S.771 . 1/B'(IN)x IJI (IN)STEEL APPROVED FOR PUBLICATION SHOWN, MIRROR IMAGE HEX NUT ANGLE-MIRRORMGGE DETAIL OF FOR LEFT ANGLE ALTERNATIVES FOR LEFT ANGLE srnreoaicx exxix�x ALTERNATIVE 3SHOWN LID BOLT DOWN ATTACHMENTTAB -/T— Wo.M1i�gnn S.ma Daponmam al Tn�uponarion PERSPECTIVE VIEW (SEE NOTE 12) "— LID SUPPORT- L SHAPE SHOWN (SEE NOTE 3) - EXPOSELIDBOLTDOWN SUPPORT ANGLE TO ATTACH ALTERNATIVE 2 LID BOLT DOWN 312' ANGLE ATTACHMENTTAB LID BOLT DOWN SUPPORT ANGLE-2" (IN) • 2' (IN) DETAIL ( 1/4' (IN) ANGLE ALTERNATIVE 2 SHOWN PERSPECTIVE VIEW 12-13 • 1 12 S. S. PENTA HEAD BOLT AND 1 W (IN) S. S. FLAT WASHER COVER 2' 9116'(IN) 21 DIAM. H� I I 7116'(IN1. 3M' (IN) SLOT 9/16' (IH DIAM. HOLE 1W(IN) S. S. HEX NU�&14' Y(IN)x 3'(IN)x ANG711W (IN) x 3/4' (IN) SLOT12'(IN)S.S.HEXNUT �') ALTERNATIVE 2 LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) PLAIN) STEEL 118' (IN) x y4• (IN) AAYFORCIWNCUT EL ANGLE 1/4'(IN)STEEL PLATE AWAY FOR CLARITY �� 1C-C" MAX 100C - 0' MAX. TENSION WIRE 10'_D' MAX. ( yp_) LINE POST - SPACED BRACE TENSION TWISTED SELVAGE V 0 10" (FT) MAX. POST WIRE (TYP.) TIE WIRE � TENSION WARE (TYP.) 01 ? i TIE WIRE O (TYP.) FABRIC BAND (TYP) nl C LL> N G KNUCKLED SELVAGE Y ) TYPE 3 END OR CORNER POST ITENSION WIRE 10' - 0' MAX. RYP_) TENSION WIRE PULL POST B LINE POST -SPACED BRACE TENSION WIRE O.ED R iD (FT) MAX. SELL POST SELVAGE TENSION WIRE TIE WIRE O TENSION WIRE STRETCHER (TYP) ? 2 TIE WIRE BAR (TYP.) F O-a, (TYP.) FABRIC BAND (TYP.) ){ �+ FABRIC SAND (TYP.) C h tv KNUCKLED SELVAGE (TYPJ CONCRETE POST — BASE (TYP.) TYPE 4 POST AND RAIL SPECIFICATIONS 310 1 yg �p PIPE ROLL FORMED POST NOM. SIZE WEIGHT (SCH. 40) I.D. SECTION (II m IIIIIII 0" FENCE LINE FABRIC LOOP - 2 SIDES Y 2 END, CORNER, OR PULL POST 2 112" DIAM. O 5.10 LINE OR BRACE POST 2" DIAM. O 7.&5 NOTES _ PULL POST- SPACED HOG RINGS (TYP.) - 1. All Concrete post bases Shall be 10" (in) 0100o (FT) MAX. SPACED g 24" (IN) MAX, minimum diameter. TENSION WIRE BRACE POST 2. Along the top and bottom, using Hog Rings, fasten the Chain Link Fence Fabric to the Tension Wire within the limits of the first full fabric weave. 3. Details are illustrative and shall not Jimhardware design or post selection TENSION WIRE of any particular fence type. 4. Fencing shall be used for security and boundary delineation only. STRETCHER BAR ITYP.) TIE WIRES (TYP.) - SPACED W 14" (IN) MAX. STRETCHER CHAIN LINK )' BAR TENSION HARE FENCE FABRIC ;;' POST FABRIC CONCRETE POST FABRIC BAND WITH _ BASE (TYP.) CARRIAGE BOLT AND NUT -SPACED 15" (IN) MAX. PULL POST -SPACED HOG RINGS (TYP.) - MAX. ) MAX. TENSION WIRERACE POST METHOD OF FASTENING STRETCHER BAR TOPOST TENSIONTIE tD 4LINK WIRES (TYP.)- SPACED Q 14 (IN) MAX. yPLTRIcg Q� 04 WAV, CHAIN FENCE ..0 Fg0f5T8Z'0q `��m S9IONAL y'�6 CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Wo hi,gmn s ma ��GpoE mmEt or Tn,uponarion �1 FABRIC BAND WITH CARRIAGE BOLT AND NUT END OR CORNER POST DETAIL ( A BRACE BAND WITH _T AND NUT PENSION WIRE BAR TENSION WIRE TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TURNBUCKLE n n TENSION WARES FABRIC BAND WITH CARRIAGE BOLT AND NUT(TYP.) //N` L,� —eN — STRETCHER BAR (TYP.) PULL POST (AT END OR CORNER) DETAIL ( TIE WIRE - SPACED 14" (IN) MAX. (TYP.) O TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS _ _TURNBUCKLE TENSION WIRE TENSION WIRES BRACE BAND WITH O CARRIAGE BOLT AND NUT H06 RING -SPACED rSTRETCHER 02l IN MAX' FABRIC BAND WITH _ CARRIAGE BOLT AND V : 0 NUT (fYP.) BRACE POST PULL POST (WITHIN RUN) DETAIL OC DETAIL ( TENSION WIRE ? P Mr, Q� 04 WAAy! B Ai 9oF� Fg0f ST8T'0q ♦��� S9�ONAL % CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION �— smreoaicx exxix�a %/ W-hi�. Sim. Dap —.1olT1— m'-o^ 3L J TOP VIEW (Al A PROFILED PLASTIC FOR: (BROKEN LINE) I I [ I I I I I I TOP VIEW B SIDE VIEW EMBOSSED PLASTIC FOR: (SOLID OR BROKEN LINE) NOT TO SCALE SIDE VIEW CENTERLINE & LANE LINE - W =4" NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE- W =4" REVERSIBLE LANE LINE - W =4' WIDE BROKEN LANE LINE - W = 8' 1111101111 180 MI15 IN. 15 TO 30 MILS DETAIL OB CENTERLINE & LANE LINE NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE REVERSIBLE LANE LINE DOUBLE CENTERLINE & DOUBLE LANE LINE EDGE LINE & SOLID LANE LINE TOP VIEW GENERAL NOTE See Standard Plan M-20.10 for pattern and color requiremen PERSPECTIVE VIEW eL� TOP VIM S1DE VIEW ts. 4" 4" 13'• 4" 13" 4'• 11" 4" C J TOP VIEW A PROFILED PLASTIC FOR: (SOLID LINE) 3'-0" 4" 4" 11" 3L J TOP VIEW A SIDE V DOTTED EXTENSION LINE DOTTED LANE LINE - W =4' WIDE DOTTED LANE LINE - W = 8" PROFILED PLASTIC (BROKEN LINE) 160 MILS 5 T030 MILS SOO MILS MINMIN. 114" 100T� 5 TO 30 MILS 1fi0 MSOO MILS MIN S1DE VIEW PROFILED EMBOSSED PLASTIC FOR: CENTERLINE & LANE LINE REVERSIBLE LANE LINE (SOLID OR BROKEN LINE) NO -PASS LINE DOUBLE CENTERLINE & DOUBLE LANE LINE TWO-WAY LEFT -TURN CENTERLINE EDGE LINE & SOLID LANE LINE SIDE VIEW NO -PASS LINE - W = 4" TWO-WAY LEFT -TURN CENTERLINE- W =4" DOUBLE CENTERLINE & DOUBLE LANE LINE - W =4' EDGE LINE & SOLID LANE LINE - W =4" WIDE LANELINE & WIDELINE-W=8" DOUBLE WIDE LANE LINE - W = B" BARRIER CENTERLINE - W =20" 4FAI� 90 MILS MIN. W DETAIL OA t SECTIONTs O� �eB*ZONAL g��ti4 PROFILED AND EMBOSSED PLASTIC LINES STANDARD PLAN M-20.20-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION E11N W.s6ineron Smro D.pamm.m el Tmnsnenvilen 2022 Asphalt Overlays/Holcomb A - 3 April 25, 2022 Project Number: 22-3001.1 TRAFFIC CONTROL PLANS BUFFER DATA SIGN SPACING =X ONE LANE,TWO—WAT TRAFFIC TAPER SPECS LONGITUDINAL BUFFER SPACE = B TAPER TYPE LET '57 CF DENCEB U (MPm s0' TO 10P MIN. 11GTN (.o S00WNE1REAM TAPER 50' TO 100 MIN. ]5130 MPX a11Bz (3) �GHT TRAN8PORTABLEATTENUATOR3o50LL AHEAD 018TANCE . R TABLE (1) CZ CHANNELIZ TION DEVICE (1)- EPACNO b INTFRE_ ry SPACING FEE V)TXIs sPngxy�Ny sum E0 INONO 'AN_ AREAS TO TRON THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING ❑ YES ❑ NO INITIAL WORK OPTIONAL IF AREA SPACE IS LIMITED 50' -100' DISTANCE~~� 50' -100' 6 DEVICE MIN. VARIES R R 6 DEVICE MIN. CLOSURE MAY AFFECT RESIDENT DRIVEWAY PROPERTY OWNER PERMISSION REQUIRED TO BLOCK DRIVEWAY NOTIFY AFFECTED RESIDENTS OF WORK TIMES & DATES TRAFFIC CONTROL PLAN KENT. WA _~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.. I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I 41 A A A ADVANCE WARNING SIGNS OPTIONAL IF SPACED A (X) OR AS SPACE 40 MPH OR LESS ALLOWS. REFER TO SIGN SPACING CHART. MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. S. ALL SIGNS MIN. 48" x48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. SHALL MAINTAIN MIN. LANE WIDTH LEGEND 28" REFL. CONE. OFFSETCONES TO ® WORK AREA MAINTAIN Il' MIN. TRAVEL LANE WIDTH .... r 28" REFL. CONE H SIGN LOCATION f EXISTING TRAFFIC FLOW _v FLAGGING STATION . NO PARK BARRICADE (IF NECESSARY) �ARKING OISPLAYEDo72 HHRS IN ' EN-� DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE ADVANCE OF CLOSURE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. CONTRACTOR WAC 296-155-305 SECTION 9(C) SUPERASOR zozl PHONE NUMBER (ora) ONE -LANE, TWO-WAY TRAFFIC CONTROL SUPERVISOR NUMB ` PR..E NUMBER SHEET WITH FLAGGERS w- PREPARED BY PHo"EKPW.1Ea `� 012 E Npis Grose - NOT TO SCALE Chris@lrafficcontrolplan.net BUFFER DATA SIGN SPACING = X ONE LANE,TWO—WAV TRAFFIC TAPERBP.. LONGITUDINAL BUFFER SPACE = B TAPER TYPE LENGrH (hetl OF DE"I . IMPHI 50' TO 10. MIN. TRAFFIC CONTROL PLAN KENT, WA TH IkN 00W HEAM TAPER 50' TO 10L' MIN. zs ,so MaH mn: ca CLOSURE MAY AFFECT RESIDENT TRAN8PORTABLEI ATTENUATOR3050LL AHEAD 018TANCE = R TABLE(1) °' 0 CHANNELIZATION DEVICE DRIVEWAYS IBIA TOaI ALL ITACwp MAY BE AwuBTE. TO ACCOIdMODATE NTE—AISE SPACING (FEET)PROPERTY ioucEo°iu OWNER PERMISSION uAR'___' As To IF 1THM � N? wou REQUIRED TO BLOCK DRIVEWAY NOTIFY AFFECTED RESIDENTS OF THIS PLAN MAY BE MIRRORED FOR WORK TIMES & DATES OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING YES NO INITIAL _ WORK OPTIONAL IF M.�.A AREA SPACE IS LIMITED n w20-Ta°EW20-4 50' -100' DISTANCE 50' - Tool fi DEVICE MIN. yp � g 6 DEVICE MIN. AIM oxe ux aono ° W20.1 ® f SHALL MAINTAIN IV MIN. LANE WIDTX . ;w,D.1;w,D.,,n LEGEND wzo-a w2oaa 28" REEL. CONE. T T OFFSET CONES TO ® WORK AREA MAINTAIN it' MIN. ADVANCE WARNING SIGNS OPTIONAL IF TRAVEL LANE WIDTH SPACED C. (X) OR AS SPACE 40 MPH OR LESS R .. R F 28" REEL. CONE ALLOWS. REFER TD SIGN SPACING CHART. H SIGN LOCATION f EXISTING TRAFFIC FLOW FLAGGING STATION MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE ♦ NO PARK BARRICADE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: (IF NECESSARY) �4 ARKING � t. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC GATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. CONDITIONS. WAC 296155305 SECTION e(C) DISPLAYED 72 HRS IN ADVANCE OF CLOSURE ERASOR ` /^— V KENT 2021 Overlay�OrolM 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. S. ALL SIGNS MIN. 48".48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28"REEL. CONES (see TABLE (1) ONE -LANE, TWO-WAY TRAFFIC CONTROL for spacing distances). WITH FLAGGERS 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONSAND/OR DRIVEWAYS. NOT To SCALE PHONE NUMBER Iwxa) PR �EKenl WA SUPERVISOR I PHONE NUMBER IM.I SHEET NUMB BATE PREPARE. BY PxonEKPW.2ER 3/2/21 "` 012 Chris Grose - �J�-. 4w.e� E AIL Chris@lrafficcontrol lan.net BUFFER GATA SIGN SPACING = X TABLE (1) CHANNELIZATION 10 ICE LONGffUOINAL BUFFER SPACE = IsSPACING feet .IEE. INRNI TN a.0 zs ,3o NRN mn:ca TRAN8PORTABLE ATTENUATOR OLL AXEAO 018TANCE . R Cz 111- CPACIAP,NG biAIII_ N INFIRAN (2) ♦NI.RSPAGNy ANe% EG IN 1R 1 AREAS To FITFIN THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING ❑ YES ❑ NO INITIAL TRAFFIC CONTROL PLAN KENT. WA ADVANCE WARNING SIGNS SPACED @ (X) OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. DOWNSTREAM WORN AREA OPTIONAL IF SPACE III LIMff ' W4-2L �. TAPER DISTANCE VARIES R g T.111T2.1 L CONE TAPER= L f 28" REEL. CONE MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. S. ALL SIGNS MIN. 48" x48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REEL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. NO ENCROACHMENT ON THIS LEGEND TRAVELED LANE IS PERMITTED ® WORK AREA • • • • • 28" REFL. CONE ®® WORK/PROTECTION VEHICLE 0 SEQUENTIAL ARROWBOARD *i SIGN LOCATION EXISTING TRAFFIC FLOW . NO PARK BARRICADE (IF NECESSARY) ' \I • PARKING • KENT DISPLAYED 72 HRS IN ERwsoR suP ADVANCE OF CLOSURE 2021 SUPERVISOR TYPICAL RIGHT LANE CLOSURE :, NOT TO SCALE BUFFER DATA SIGN SPACING = X TABLE (1) CHANNELIZATION DEVICE LONGITUDINAL BUFFER SPACE = Is SPACINGIH feet .IEE. IMRN) TN a.0 zs t 3o MPR mn: ca PORTABLE ATTENUATOR OLL AXEAO 018TANCE . R Cz 111- CPACING biAIII_ N INFRAN (2) ♦NIeRSPAGNy ANe% EG IN GRRAI AREAS To FIT TRAFFIC CONTROL PLAN KENT. WA ADVANCE WARNING SIGNS SPACED @ (X) OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED AD OPTIONAL IF tW�-211 DOWNSTREAM WORK TANCEV RI SPACESPACE IS LIMITEDI �I nxMo W20-5L Anuu W20.1 TAPER DISTANCE VARIES g g LL I� _ _ _ _ _ _ _ _ _ _ _ _ _ - CONE TAPER =L••�........®....�.. — — — — — — ......�...-.........._ I�► DOWNSTREAM L ~� —R TAPER _ I 1� 28" REEL. CONE ��1JIII OPTIONAL IF ;W2.-I ; W20-5L W,-2R SPACE IS LIMITED NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED LEGEND MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE ® WORK AREA REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH • • • • • 28" REFL. CONE WORK/PROTECTION VEHICLE SEQUENTIAL ARROWBOARD GENERAL NOTES: H SIGN LOCATION 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. f EXISTING TRAFFIC FLOW T 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). . NO PARK BARRICADE CONTRACTOR 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD (IF NECESSARY) SUPERASOR CONDITIONS. 2021 Overla �O 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE AWORK TRUCK. � ARKINGPHONE NUMBER (aeal PROJEL< S. ALL SIGNS MIN. 48" X48" UNLESS OTHERWISE SPECIFIED. o Ken 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) SUPERVISOR I PHONE NUMBER(f+.) SHEET NUMB for spacing distances). TYPICAL LEFT LANE CLOSURE. PNEPAREDBY PNONEKPW.4ER DISPLAYED T2 LO S IN 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE 012 Chris Grose53 INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE ADVANCE OF CLOSURE >�-- 4w.f. T- E Aa Chris@lrafficcontrolplan.net BUFFER DATA SIGN SPACING =X ONE LANE,TWO-WAT TRAFFIC TAPER SPECS LONGITUDINAL BUFFER SPACE = B TAPER TYPE LENGTH'57 OF DENCEB eo (NPm s0' TO 100' MIN. UEIGTN (.o 00WNRTREAM TAPER 50' TO 100 MIN. zs i 3o Max mR: ca TRAN8PORTABLES ATTENUATOR1.3o5OLL AHEAD 018TANCE = R TABLE(1) °' CHANNELIZ TION DEVICE (1) ALL —Clrvc b I ry SPACING FEE SAN_V)Txlssangxy sum E0 IN ONOuaaw ASEns To TRON THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING uo W201 CLOSURE MAYAFFECT RESIDENT YES ❑ NO INITIAL _ I DRIVEWAY PROPERTYOWNER PERMISSION FA0 wzoa REOUIRED TO BLOCK DRIVEWAY �w20-7e I NOTIFY AFFECTED RESIDENTS OF WORK TIMES & DATES MANDATORY I DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE WORK REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I AREA DISTANCE NOT FOR USE AT SIGNALIZED INTERSECTIONS �' VARIES f ------------ OPTIONAL IF 40 MPH OR LESS GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. S. ALL SIGNS MIN. 48" x48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. TRAFFIC CONTROL PLAN KENT. WA LEGEND ® WORK AREA • • • • • 28" REEL. CONE *1 SIGN LOCATION f EXISTING TRAFFIC FLOW -V FLAGGING STATION NO PARK BARRICADE (IF NECESSARY) In PARKING ,ago ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED W (K) ORASSPACE — ADVANCE OF CLOSURE ALLOWS. REFER TO SIGN SPACING CHART. OPTIONAL IF SPACE 18 LIMITED �I 60' -100' e R 6 DEVICE MIN. SHALL MAINTAIN 11' MIN. LANE WIDTH ANYlr!© 28" REFL. CONE. OFFSET CONES TO MAINTAIN 11' MIN. TRAVEL LANE WIDTH DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE V KEN' ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC w•••__• USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) lCONTRACTOR ONE -LANE, TWO-WAY TRAFFIC CONTROL 0SLrl— 1 L WITH FLAGGERS _ e.`„. 3-WAY INTERSECTION „`; o1z �^�• NOT TO SCALE BUFFER DATA SIGN SPACING =X ONE LANE,TWO-WAT TRAFFIC TAPER SPECS LONGITUDINAL BUFFER SPACE = BFINAL1111—S TAPER TYPE LET (h.tl CF DENCEs o (MPm 50' TO 100' MIN. 11GTN (.o 00WNR1REAM TAPER 50' TO 100 MIN. zs i 3o Max mn: ca TRAN8PORTABLESATTENUATOR1.3o50LL AXEAO 018TANCE = R TABLE (1) �GHT°' CHANNELIZ TION DEVICE (1)ALL—CI M4 ry SPACING FEE V)Txlssangxy sum E0 IN ONOuaaAx AREAS To TR ON THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING uo W201 CLOSURE MAYAFFECT RESIDENT YES ❑ NO INITIAL _ I DRIVEWAY PROPERTYOWNER PERMISSION FA0 wzoa REOUIRED TO BLOCK DRIVEWAY �wz0-7e I NOTIFY AFFECTED RESIDENTS OF WORK TIMES & DATES MANDATORY I DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE WORK REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I AREA DISTANCE NOT FOR USE AT SIGNALIZED INTERSECTIONS �' VARIES f ------------ OPTIONAL IF 40 MPH OR LESS GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. S. ALL SIGNS MIN. 48" x48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. TRAFFIC CONTROL PLAN KENT. WA LEGEND ® WORK AREA • • • • • 28" REEL. CONE *1 SIGN LOCATION f EXISTING TRAFFIC FLOW -V FLAGGING STATION NO PARK BARRICADE (IF NECESSARY) In PARKING ,ago ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED W (K) ORASSPACE — ADVANCE OF CLOSURE ALLOWS. REFER TO SIGN SPACING CHART. OPTIONAL IF SPACE 18 LIMITED IM �I 60' -100' M M 6 DEVICE MIN. SHALL MAINTAIN 11' MIN. LANE WIDTH "ANUM© 28" REFL. CONE. OFFSET CONES TO MAINTAIN "' MIN. TRAVEL LANE WIDTH W20-7a DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE V KENT ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC w•••__• USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) CONTRACTOR un SUPERNISOR 2021 wzo-1PHONE NUMB EN (oral ONE -LANE, TWO-WAY TRAFFIC CONTROL �Sv,,,,v,SOR` .ENUM.ER(r..) SHEET NUMB ""D sx WITH FLAGGERS w.e� KPW 6ER 4-WAY INTERSECTION d`: 012 x'ae °-_"` PREPARED BY PNUNEa Ehpis Grose 58-1419 NOT TO SCALE 40�„ ChJIL ris@lrafficcontrolplan.net BUFFER DATA SIGN SPACING =X ONE LANE,TWO—WAT TRAFFIC TAPER SPECS LONGITUDINAL BUFFER SPACE = B TAPER TYPE LET CF DENCEB Eo (MPm s0' TOUEIG10V MIN. TN (No aONmASTNFAM TAPER 50' TO 100 MIN. ]5130 MPX a11nz (r TRANSMIRTABLES ATTENUATORI I.3o50LL AHEAD 018TANCE R TABLE(1) PzCHANNELLEATION DEVICE (ll- HFAMrvB Nu ry SPACING FEE SAMP,a)TII.RsssE u?%u° Eo iu uRa.N AREAS To rIr THIS PLAN MAY BE MIRRORED FOR + f OPPOSITE SIDE OF ROADWAY USING uo W20-1 CLOSURE MAY AFFECT RESIDENT SAME SIGNS AND SPACING DRIVEWAY YES NO INITIAL_ I PROPERTY OWNER PERMISSION o N.E UN Ae REQ TO BLOCK DRIVEWAY �EUIRED w204 NOTIFY AFFECTED RESIDENTS OF WORK TIMES & DATES �W20-7a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH WORK I AREA NOT FOR USE AT SIGNALIZED INTERSECTIONS DISTANCE �t VARIES TRAFFIC CONTROL PLAN KENT. WA LEGEND ® WORK AREA • • • • • 28" REFL. CONE 1i SIGN LOCATION EXISTING TRAFFIC FLOW FLAGGING STATION ♦ NO PARK BARRICADE (IF NECESSARY) F ARKING "T o ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED W (X) OR AS SPACE — ADVANCE OF CLOSURE REFERS. REFER TO SIGN SPACING CHART. OPTIONAL IF SPACE IS 'I 50' ICE MI P R 6 DEVICE MIN. sr sxALL MAll 11 AOA MIN. LANE WIDTH B W20-1 aEW20-4 �BW20-7b W20-7a f 28" REFL. CONE. OFFSET CONES TO OPTIONAL IF MAINTAIN 11' MIN. 40 MPH OR LESS TRAVEL LANE WIDTH GENERAL NOTES: `� KENT 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC DATES (OPTIONAL). USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. CONTRACTOR 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAC 296-155.305 SECTION 9(C) SUPERASOR CONDITIONS. 2021 Overl 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE AWORK TRUCK. PHONE NUMBER (oral PRoa S. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. ONE -LANE, TWO-WAY TRAFFIC CONTROL 6. CHANN-N MIION DEVICES ARE 28" REFL. CONES TABLE(1) SUPERVISOR I PNONENUMBER(r..) SHEETNUMB for spacing distances). WITH FLAGGERS "`"- PREPARED BY PxoNEKPW.7ER 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE 3-WAY INTERSECTION =`„ - INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE U E_AML NpJIL is Grose Chris@lrafficcontrolplan.net BUFFER DATA SIGN SPACING =X ONE LANE,TVND W TRAFFIC TAPER SPECS LONGRUDINAL BUFFER SPACE = B TAPER TYPE LET OF DENCEB so (MPm s0' TOLENG10V MIN. TN (No aONNSTREAM TAPER 50' TO 100 MIN. ]5130 MPX a11nz (31 TRAN8PORTABLES ATTENUATORI I.3o50LL AHEAD 018TANCE R TABLE(1) °zCHANNELIZ TION DEVICE (ll-sP 1cNu ry SPACING FEE al TII.RsssF u?%u° eo iu uRa.N ANrws TO rR THIS PLAN MAY BE MIRRORED FOR + f OPPOSITE SIDE OF ROADWAY USING uo W20-1 CLOSURE MAY AFFECT RESIDENT SAME SIGNS AND SPACING DRIVEWAY YES NO INITIAL_ I PROPERTY OWNER PERMISSION NE UN o � Se REQ TO BLOCK DRIVEWAY �EUIRED w204 NOTIFY AFFECTED RESIDENTS OF WORK TIMES & DATES �W20-7a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH WORK I AREA NOT FOR USE AT SIGNALIZED INTERSECTIONS DISTANCE �t VARIES W20-1 \/ W20-4 OPTIONAL IF 40 MPH OR LESS GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. S. ALL SIGNS MIN. 48" x48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. TRAFFIC CONTROL PLAN KENT. WA LEGEND ® WORK AREA • • • • • 28" REFL. CONE 1i SIGN LOCATION EXISTING TRAFFIC FLOW FLAGGING STATION NO PARK BARRICADE (IF NECESSARY) F ARKING "T o ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED W (X) OR AS SPACE — ADVANCE OF CLOSURE REFERS. REFER TO SIGN SPACING CHART. OPTIONAL IF SPACE IS 'I 60' ICE MI P R 6 DEVICE MIN. SHALL MAINTAIN 11' MIN. LANE WIDTH 21" REFL. CONE, OFFSET CONES TO MAINTAIN 11' MIN. W20-7a TRAVEL LANE WIDTH DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE Eno w20a ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) ONE -LANE, TWO-WAY TRAFFIC CONTROL �SUPHRVI 1 L w20-1 WITH FLAGGERS e.`„. 4-WAY INTERSECTION dC: mz N'ae NOT TO SCALE BUFFER DATA SIGN SPACING =X ONE LANE,TVN3 W TRAFFIC TAPER SPECS LONGITUDINAL BUFFER SPACE = B TAPER TYPE LET '57 CF DEN°ES e° (MPm STRAIT R—s III To 100' MIN. UEIGTN (.o °ONN5IREAM TAPER 50' TD 100 MIN. ]5130 MPX a11nz (31 TRANSPORTABLE ATTENUATOR1. 3o50LL ANEAD 018TANCE = R TABLE(1) OLTCz� CHANNELIZATION DEVICE (11--CIlc M4 ry SPACING FEE SAM¢I TXis s°FA� °MN""°Y�'" E.I E°°°iNs A - . rs 11TT. THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING uo W201 YES ❑ NO INITIAL UINIE oAE�E— W204 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH CONE TAPER = L JW2. IW4-2R W201a GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" x48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. TRAFFIC CONTROL PLAN LEGEND KENT, WA ® WORK AREA Is N Is N Is 28" REFL. CONE N SIGN LOCATION �— EXISTING TRAFFIC FLOW SEQUENTIAL ARROWBOARD CLOSURE MAY AFFECT RESIDENT .-fr.� FLAGGING STATION DRIVEWAY �' PROPERTY OWNER PERMISSION . NO PARK BARRICADE REQUIRED TO BLOCK DRIVEWAY (IF NECESSARY) NOTIFY AFFECTED RESIDENTS OF s ARKING WORK TIMES & DATES o ADVANCE WARNING SIGNS I DISPLAYED 72 HRS IN SPACED W (X) OR AS SPACE — ADVANCE OF CLOSURE ALLOWS. REFER TO SIGN SPACING CHART. WORK OPTIONAL IF I AREA SPACE IS LIMITED DISTANCE VARIES . R I. g IA 6DEVICE MIN. I : . 92. rvzU-/a W4-2L I W20{R vCONE TA1PER = L SHALL MAINTAIN 11' MIN. LANE WIDTH 28" REEL. CONE. OFFSET CONES TO MAINTAIN 11' MIN. TRAVEL LANE WIDTH 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) ONE -LANE, TWO-WAY TRAFFIC CONTROL �SUPHRVI 1 L WITH FLAGGERS _ e.`„. 3-WAY INTERSECTION NOT TO SCALE BUFFER GATA SIGN SPACING =X ONE LANE,TWO—WAT TRAFFIC TAPER SPECS LONGITUDINAL BUFFER SPACE = B TAPER TYPE LENGTH (hetl CF DENCEB o (Mom s0' To 100' MIN. UEIGTN (.o aOWNaTREAM TAPER 50' TG 100 MIN. ]5130 MPX a11nz (3) TRAN8PORTABLEI ATTENUATOR3o5OLL AHEAD 018TANCE . R TABLE (1) cz. CHANNELIZATION DEVICE (1)ALL sPnclrvc bin PH NGE SPACING IFEE V) TXIsx? si.1n� ao Iu uaaau mans To rlr THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING CLOSURE MAYAFFECT RESIDENT SAME SIGNS AND SPACING DRIVEWAY YES NO INITIAL_ xa ux o I PROPERTY OWNER PERMISSION REQUIRED TO BLOCK DRIVEWAY wzoa NOTIFY AFFECTED RESIDENTS OF WORK TIMES & DATES �W20-7a I MANDATORY I DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE WORK OPTIONAL IF REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I AREA SPACE IS LIMITED DISTANCE 50'-100, I SI'♦ VARIES R B 6DEVICE MIN. ;I i' ........:s ,. ....... gm................... CONE TAPER = L aow W20-iL�� of W20SL I W4-2RW20 GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. S. ALL SIGNS MIN. 48" x48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. TRAFFIC CONTROL PLAN LEGEND KENT, WA ® WORK AREA Is N N N N 28" REFL. CONE 41 SIGN LOCATION f EXISTING TRAFFIC FLOW SEQUENTIAL ARROWBOARD FLAGGING STATION ♦ NO PARK BARRICADE (IF NECESSARY) �ARKING o DISPLAYED 72 HR$ IN ADVANCE OF CLOSURE ADVANCE WARNING SIGNS SPACED W (X) OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. WLU-/a W4-2L I W20{R CONE TAPER = L A I ., SHALL MAINTAIN 11' MIN. LANE WIDTH ♦ 26" REFL. OFFSET CONES TO MAINTAIN 17' MIN. wzo-Ta TRAVEL LANE WIDTH I DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC uo USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. W20-4 WAC 296-155-305 SECTION 9(C) FU I I _ wool( ONE -LANE, TWO-WAY TRAFFIC CONTROL �SUeERVIsoA WITH FLAGGERS _ Ow w20-1 4-WAY INTERSECTION = ML I X., I CI �.1-. NOT TO SCALE 4ale. F CI SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55170 MPH 1500'1 RURAL HIGHWAYS 50 /65 MPH BBO'S RURAL ROADS 45155 MPH 5. RURAL ROADS & URBAN ARTERIALS 35140 MPH 350'1 RURAL ROADS & URBAN ARTERIALS 25 /30 MPH 2001 (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'a (2) (1)ALL SPACING MAV BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ONE LANE, TWO-WAY TRAFFIC TAPER SPECS TAPER TYPE LENGTH (f e0 3 OF DEVICES UPSTREAM TAPER 50' 00' 6 DE MIN. DOWNSTREAM TAPER 1 50')00' 1 6 DEor MIN. DUE TO LIMITED SPACE, TAPERS SHALL NOT BE SET UP FOR THIS PHASE TABLE (1) CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 BO 35/45 10 TO 20 60 25130 10 TO 20 40 POSTED SPEED LIMIT 0 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH TRAFFIC CONTROL PLAN KENT, WA N W E S NOT TO SCALE SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. ROAD WORK AHEAD ■ t W20-1 ■ TO W20-7azo 7b METRO STOP UNAFFECTED 35 S 240 ST J I III II I e s s = � r r i t"I N Illilll S 240 PL W20-1 \_/ W20-7b W2U-la LEGEND WORK AREA ■ ■ ■ ■ ■ 28" REFL. CONE f EXISTING TRAFFIC FLOW H SIGN LOCATION ��- FLAGGING STATION . NO PARK BARRICADE • ARKING o� DISPLAYED 72 HRS IN ADVANCE OF CLOSURE GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. hE.: saa 7a e s 3"z tiara zw� a cxz 3= POSTED SPEED LIMIT 25 SHALL MAINTAIN 11' MIN. LANE WIDTH itBETWEEN S 240 ST & S 240 PL, FLAGGER SHALL ASSIST WITH RESIDENT INIOUT ACCESS 28" REFL. CONE. MAY OFFSET CONES IF ll' MIN. TRAVEL LANE WIDTH MAINTAINED METRO STOP UNAFFECTED S 241 ST CLOSURE AFFECTS RESIDENT DRIVEWAY(s) MANDATORY PROPERTY OWNER(s) PERMISSION REQUIRED TO BLOCK DRIVEWAY(s) NOTIFY AFFECTED RESIDENT(s) OF WORK TIMES & DATES W20-7b \ / W20-1 f y ROAD ADVANCE WARNING SIGNS WORK SPACED 0 (X) OR AS PER ANEAD SITE CONDITIONS. W20-1 REFER TO SIGN SPACING CHART. �-T WA INOIONSTWR 11110NIMI SUPERVISOR ra pie - oiz �p �_oAz SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55170 MPH 1500'1 RURAL HIGHWAYS 50 /65 MPH BBO'S RURAL ROADS 45155 MPH 5. RURAL ROADS & URBAN ARTERIALS 35140 MPH 350'1 RURAL ROADS & URBAN ARTERIALS 25 /30 MPH 2001 (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'a (2) (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ONE LANE, TWO—WAY TRAFFIC TAPER SPECS TAPER TYPE LENGTH (f e0 3 OF DEVICES UPSTREAM TAPER 50' TO 100' 6 DEVICE MIN. DOWNSTREAM TAPER 1 50' 100' 1 6 DEO MIN. DUE TO LIMITED SPACE, DOWNSTREAM TAPER SHALL NOT BE SET UP FOR THIS PHASE TABLE (1) CHANNELIZATION DEVICE SPACING (FEET) MPH1 TAPER TANGENT 50/65 I.TOO 80 35/45 10 TO 20 60 25I30 10 TO 20 40 POSTED SPEED LIMIT 0 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH TRAFFIC CONTROL PLAN KENT, WA N W � E S NOT TO SCALE SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. ROAD WORK AHEAD • t W20-1 ■ TO W20-7azo 7b METRO STOP UNAFFECTED 35 S 240 ST J I111111 — s s r r —► ' = y i ♦I ♦I ul>riii WOR PREPARED ■ • vi G.i AHEAD STOP H v W20-1 W20-7b W20-7a ion tiara a 3z S 240 PL 8E WORK PREPARED ■ • aHEAD TO \ W20-1 sTor W20-7b W20-7a LEGEND WORK AREA ■ ■ ■ ■ ■ 28" REFL. CONE f EXISTING TRAFFIC FLOW H SIGN LOCATION ��- FLAGGING STATION . NO PARK BARRICADE • ARKING o� DISPLAYED 72 HRS IN ADVANCE OF CLOSURE GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. POSTED SPEED LIMIT 25 SHALL MAINTAIN 11' MIN. LANE WIDTH BETWEEN S 240 ST & S 240 PL, FLAGGER SHALL ASSIST WITH RESIDENT IN/OUT ACCESS 28" REFL. CONE. MAY OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED ;L:PER METRO STOP UNAFFECTED S 241 ST CLOSURE AFFECTS RESIDENT DRIVEWAY(s) MANDATORY PROPERTY OWNER(s) PERMISSION REQUIRED TO BLOCK DRIVEWAY(s) NOTIFY AFFECTED RESIDENT(s) OF WORK TIMES & DATES W20-71D \ / W20-1 f y ROAD ADVANCE WARNING SIGNS WORK SPACED 0 (X) OR AS PER ANEAD SITE CONDITIONS. W20-1 REFER TO SIGN SPACING CHART. KENT wasHlSUPERERVISsrn1E-181OR IR"ll a SIGN SPACING X zs r m MPn zar: rzl ar: 19- sP C c3 xa BE AD—TED T. cxan ¢I Txw saacirvc m_aIE lElllEl 11 cnenn areas ro NT WO -WAY TRAFFIC TAPER SPECS TABLE (t) CHA DEVICE SPACING EErvGM P�tl of pEVLE3 SPACINGG (FEET) ER fi CEVICE MIN. ER 1 50' $ 10D 1 fi DEW MIN. D SPACE, DOWNSTREAM TAPER BE SET UP FOR THIS PHASE ONE LANE,T TAPER TYPE UPSTREAM TAP ppwNsrnEAM TAP *:P.AE:E.W T. POSTEDW20-]a SPEED LIMIT 0 SE 196 ST 1 Aim W20-1 �RW20d �W20.7a METRO STOP UNAFFECTED a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. S. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANDIOR DRIVEWAYS. POSTED SPEED LIMIT 0 SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. TRAFFIC CONTROL PLAN CLOSURE AFFECTS CHURCH KENT, WA N DRIVEWAY ALTERNATE DRIVEWAY AVAILABLE W $ MANDATORY S PROPERTY OWNER PERMISSION NOT TO SCALE I �—I REQUIRED TO BLOCK DRIVEWAY I T I NOTIFY CHURCH STAFF OF w � � WORK TIMES &DATES New Beginnings Ch"' nChurch 193M 1081h Ave SE Kent, WA 98031 36" x 24" rt —ED PRIORITIZE EIB FLOW I I I IIII rIMETRO SIDEWALK OR PARKING LANE NOT PRESENT SHALL MAINTAIN II' WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MIN. LANE WIDTH NO ANTICIPATED PEDESTRIAN IMPACT. 1W20-]a STOP 28" REFL. CONE. MAY OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED I I ® UNAFFECTED LEGEND I I � � WORK AREA I I W2O-ID • IS.. 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION III f If �--( woNK J�SPACED CNDORAS PER \v/ s0 SIGNS AiING. FLAGGING STATION W20.1 REFER TI SIGN SPACING CHART. aSpUPFRVISOR »02 ��uctU 4o-le, 19, SPEED LIMIT W20d ONE LANE,T TAPER TYPE UPSTREAM TAP ppwNsrnEAM TAP *:P.AE:E.W T. POSTEDW20-]a SPEED LIMIT 0 SE 196 ST 1 Aim W20-1 �RW20d �W20.7a METRO STOP UNAFFECTED a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. S. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANDIOR DRIVEWAYS. POSTED SPEED LIMIT 0 SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. TRAFFIC CONTROL PLAN CLOSURE AFFECTS CHURCH KENT, WA N DRIVEWAY ALTERNATE DRIVEWAY AVAILABLE W $ MANDATORY S PROPERTY OWNER PERMISSION NOT TO SCALE I �—I REQUIRED TO BLOCK DRIVEWAY I T I NOTIFY CHURCH STAFF OF w � � WORK TIMES &DATES New Beginnings Ch"' nChurch 193M 1081h Ave SE Kent, WA 98031 36" x 24" rt —ED PRIORITIZE EIB FLOW I I I IIII rIMETRO SIDEWALK OR PARKING LANE NOT PRESENT SHALL MAINTAIN II' WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MIN. LANE WIDTH NO ANTICIPATED PEDESTRIAN IMPACT. 1W20-]a STOP 28" REFL. CONE. MAY OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED I I ® UNAFFECTED LEGEND I I � � WORK AREA I I W2O-ID • IS.. 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION III f If �--( woNK J�SPACED CNDORAS PER \v/ s0 SIGNS AiING. FLAGGING STATION W20.1 REFER TI SIGN SPACING CHART. aSpUPFRVISOR »02 ��uctU 4o-le, 19, SPEED LIMIT W20d PRIORITIZE EIB FLOW I I I IIII rIMETRO SIDEWALK OR PARKING LANE NOT PRESENT SHALL MAINTAIN II' WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MIN. LANE WIDTH NO ANTICIPATED PEDESTRIAN IMPACT. 1W20-]a STOP 28" REFL. CONE. MAY OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED I I ® UNAFFECTED LEGEND I I � � WORK AREA I I W2O-ID • IS.. 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION III f If �--( woNK J�SPACED CNDORAS PER \v/ s0 SIGNS AiING. FLAGGING STATION W20.1 REFER TI SIGN SPACING CHART. aSpUPFRVISOR »02 ��uctU 4o-le, 19, SPEED LIMIT W20d aSpUPFRVISOR »02 ��uctU 4o-le, 19, SPEED LIMIT W20d SIGN SPACING - X Is zs r m MPn zar: rn ar: 111—sPC c3 xa cnan rvc_ ¢I Txw saacimaIE lElllEl 11 °nenn areas ro NT WO -WAY TRAEF TAPER SPECS TABLE (t) CHA DEVICE SPACING EErvGTR P�tl of pEVLE3 SPACINGG (FEET) ER fi CEVICE MIN. ER 1 50' $ IOC 1 fi DEW MIN. D SPACE, DOWNSTREAM TAPER BE SET UP FOR THIS PHASE ONE LANE,T TAPER TYPE UPSTREAM TAP W WNSTREAM TAP PaEPARED s" W20ab POSTED +W2.-7a SPEED LIMIT OSE 196 ST 1 aWOxm W20-1 �PW201 4�W20-7a METRO STOP UNAFFECTED a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" X 36" UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1)faI spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. I I POSTED III } } SPEED LIMIT I I I � I I SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) I,� I UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. SHAL14 I I MIN. MAINTAINNEWIDT II' MIN. LANE WIDTH IIIIIIIIIIIII I I I h I I I I h I I I I I I I I I ili },1 TRAFFIC CONTROL PLAN CLOSURE AFFECTS CHURCH KENT, WA N DRIVEWAY ALTERNATE DRIVEWAY AVAILABLE W $ MANDATORY S PROPERTY OWNER PERMISSION NOT TO SCALE 1 �—I REQUIRED TO BLOCK DRIVEWAY I T I NOTIFY CHURCH STAFF OF w � � WORK TIMES &DATES New Beginnings ChrlsOan Church 193M 1081h Ave BE Kent, WA 98031 36" x 24- c-rt E. PRIORFDZE EIB FLOW — SIDEWALK OR PARKING LANE NOT PRESENT 28" REFL. CONE. 0 WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MAY OFFSET CONES IF NO ANTICIPATED PEDESTRIAN IMPACT. 11' MIN. TRAVEL LANE WIDEN MAINTAINED POSTED SPEED LIMIT �W20-]a METRO STOP ® UNAFFECTED LEGEND WORK AREA °P w2o-Tb 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION SPACE01g WARNING PER +.�, ' - sITE..SPAIONs. N FLAGGING STATION //, ��• n[A0 W20-1 REFER TO SIGN SPACING CHART. V �(�NT �SUPERVISOR ��uct0 4o-le, ONE LANE,T TAPER TYPE UPSTREAM TAP W WNSTREAM TAP PaEPARED s" W20ab POSTED +W2.-7a SPEED LIMIT OSE 196 ST 1 aWOxm W20-1 �PW201 4�W20-7a METRO STOP UNAFFECTED a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" X 36" UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1)faI spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. I I POSTED III } } SPEED LIMIT I I I � I I SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) I,� I UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. SHAL14 I I MIN. MAINTAINNEWIDT II' MIN. LANE WIDTH IIIIIIIIIIIII I I I h I I I I h I I I I I I I I I ili },1 TRAFFIC CONTROL PLAN CLOSURE AFFECTS CHURCH KENT, WA N DRIVEWAY ALTERNATE DRIVEWAY AVAILABLE W $ MANDATORY S PROPERTY OWNER PERMISSION NOT TO SCALE 1 �—I REQUIRED TO BLOCK DRIVEWAY I T I NOTIFY CHURCH STAFF OF w � � WORK TIMES &DATES New Beginnings ChrlsOan Church 193M 1081h Ave BE Kent, WA 98031 36" x 24- c-rt E. PRIORFDZE EIB FLOW — SIDEWALK OR PARKING LANE NOT PRESENT 28" REFL. CONE. 0 WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MAY OFFSET CONES IF NO ANTICIPATED PEDESTRIAN IMPACT. 11' MIN. TRAVEL LANE WIDEN MAINTAINED POSTED SPEED LIMIT �W20-]a METRO STOP ® UNAFFECTED LEGEND WORK AREA °P w2o-Tb 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION SPACE01g WARNING PER +.�, ' - sITE..SPAIONs. N FLAGGING STATION //, ��• n[A0 W20-1 REFER TO SIGN SPACING CHART. V �(�NT �SUPERVISOR ��uct0 4o-le, IIIIIIIIIIIII I I I h I I I I h I I I I I I I I I ili },1 TRAFFIC CONTROL PLAN CLOSURE AFFECTS CHURCH KENT, WA N DRIVEWAY ALTERNATE DRIVEWAY AVAILABLE W $ MANDATORY S PROPERTY OWNER PERMISSION NOT TO SCALE 1 �—I REQUIRED TO BLOCK DRIVEWAY I T I NOTIFY CHURCH STAFF OF w � � WORK TIMES &DATES New Beginnings ChrlsOan Church 193M 1081h Ave BE Kent, WA 98031 36" x 24- c-rt E. PRIORFDZE EIB FLOW — SIDEWALK OR PARKING LANE NOT PRESENT 28" REFL. CONE. 0 WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MAY OFFSET CONES IF NO ANTICIPATED PEDESTRIAN IMPACT. 11' MIN. TRAVEL LANE WIDEN MAINTAINED POSTED SPEED LIMIT �W20-]a METRO STOP ® UNAFFECTED LEGEND WORK AREA °P w2o-Tb 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION SPACE01g WARNING PER +.�, ' - sITE..SPAIONs. N FLAGGING STATION //, ��• n[A0 W20-1 REFER TO SIGN SPACING CHART. V �(�NT �SUPERVISOR ��uct0 4o-le, PRIORFDZE EIB FLOW — SIDEWALK OR PARKING LANE NOT PRESENT 28" REFL. CONE. 0 WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MAY OFFSET CONES IF NO ANTICIPATED PEDESTRIAN IMPACT. 11' MIN. TRAVEL LANE WIDEN MAINTAINED POSTED SPEED LIMIT �W20-]a METRO STOP ® UNAFFECTED LEGEND WORK AREA °P w2o-Tb 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION SPACE01g WARNING PER +.�, ' - sITE..SPAIONs. N FLAGGING STATION //, ��• n[A0 W20-1 REFER TO SIGN SPACING CHART. V �(�NT �SUPERVISOR ��uct0 4o-le, �SUPERVISOR ��uct0 4o-le, SIGN SPACING - X ONE LANE,TWO-WAY TRAFiIC TAPER SPECS TABLE II) CHANNELIZATION DEVICE TAPER TYPE I LENGTHP OF DEVLES SPACING FEET UPSTREAM TAPER MIN. NT WVrNSTREAM TAPER 50' TO IOU 6 DEMCE MIN. is no Mnn= rzl DUE TO LIMITED SPACE, UPSTREAM TAPER ar= rn SHALL NOT BE SET UP FOR THIS PHASE cn � sP � cs Ma AND cxan (� m ps�c�c m�a eo iry nRenn areas ro riT V LEGEND wza� WORK AREA •���• 28"REEL CONE f EXISTING TRAFFIC FLOW 11 SIGN LOCATION FLAGGING STATION / 1 28" REEL. CONE. MAY OFFSET CONES IF II'MIN. TRAVEL LANE WIDTH MAINTAINED PARKING LANE NOT PRESENT METRO STOP WITHIN WORK AREA -EITHER SIDE OF SE 256 ST. AFFECTED NO ANTICIPATED PEDESTRIAN IMPACT. BICYCLISTS SNALL FOLLOW i FLAGGER INGTRUCTIONG SHALL MAINTAIN II' 18r 24. MIN. LANE WIDTH _ W20-1 DAYS MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 IN ADVANCE OF CLOSURE: 206.477.7140 4. SIGN SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. B. CHANNELIZATION DEVICES ARE 28" REEL. CONES (see TABLE (T) for sparing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANOIOR DRIVEWAYS. Valley Vlew Chrlslian Church 25fi051241h Ave SE � Kenl, WA 9fi930 h CHURCH DRIVEWAY (UNAFFECTED) CLOSURE MAY AFFECT RESIDENT DRIVEWAY(s) POSTED MANDATORY SPEED PROPERTY OWNER PERMISSION LIMIT REQUIRED TO BLOCK DRIVEWAY(s) NOTIFY AFFECTED RESIDENT(.) OF WORK TIMES &DATES SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. W20-7b TRAFFIC CONTROL PLAN KENT, WA N W�H S NOT TO SCALE POSTED SPEED pr LIMIT W20-A Em W20-1 qOq�� a77 ss SE 256 ST ADVANCE WARNING SIGNS — SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. USUPERVISOR :=012 eaaa �veW 4o-1.e, SIGN SPACING X ONE LANE,TWO-WAY TRAEiICTAPER SPECS TABLE ry) CHANNELIZATION DEVICE TAPER TYPE LENSPACING FEET pl UPSTREAM TAPER fi CEVICE MIN.ITNT WWNSIREAM TAPER 50' TO OU MIN. is no MPN= rzl DUE TO LIMITED SPACE, DOWNSTREAM TAPER ar= 121 SHALL NOT BE SET UP FOR THIS PHASE c° � svnci ps MA cxary ¢I 'NT_ECI_ AND p�c�c m�a eo iry nrvenn areas ro NT LEGEND �uu wzal WORK AREA 28" REFL. CONE T. �— EXISTING TRAFFIC FLOWP PRE REP °P wzD-7b 11 SIGN LOCATION FLAGGING STATION /j\ POSTED SPEED LIMIT 0 SE 256 ST f sr MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY READJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. METRO STOP UNAFFECTED Valley Vlew Chrlslian Church 25fi0512C1h Ave SE Kent, WA 98030 CHURCH DRIVEWAY (UNAFFECTED) POSTED SPEED LIMIT [r�i TRAFFIC CONTROL PLAN KENT, WA N W�H S NOT TO SCALE SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. PARKING LANE NOT PRESENT BICYCLISTS SHALL FOLLOW INSTRUCTIONS WITHIN WORK AREA -EITHER SIDE OF SE 256 ST. FLAGGER �E� NO ANTICIPATED PEDESTRIAN IMPACT. . 9 T SHALL IINTAIN 11' REFL. CONE. MIN. LANE WIDTH MAYY O OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED W20-7b ADVANCE WARNING SIGNS — SPACED�(X)OR AS PER SITE CONDITIONS. ae W2C-1 REFER TO SIGN SPACING CHART. SUPERVIll IL SOR �veW 4o-1.e, SIGN SPACING • X ONE LANE,TWO-WAY TRAPiIC TAPER SPECS TABLE(1) CHANNELIZATION DEVICE TAPER TYPE LENGTH PAC 8 OF CE—S SPACING FEET UPSTREAM TAPER MIN. WWNSIREAM TAPER 50' T010C MIN. is no MPa= rzl DUE TO LIMITED SPACE, UPSTREAM TAPER ar= 121 SHALL NOT BE SET UP FOR THIS PHASE IC-SSAPCI AS NA cxAN BITE"E'TIO. AND m ix•esP�ac�c m�a eo 11 UISAN areas 10 HIT LEGEND WORK AREA • • • • • 28" REEL. CONE EXISTING TRAFFIC FLOW 11 SIGN LOCATION ' FLAGGING STATION POSTED SPEED LIMIT PARKING LANE NOT PRESENT METRO STOP WITHIN WORK AREA -EITHER SIDE OF SE256 ST. AFFECTED �C NO ANTICIPATED PEDESTRIAN IMPACT. 3 wopo woo-1 1LY\ 1 W20-7b BICYCLISTS SHALL FOLLOW FIAGGER INSTRUCTIONS SHALL MAINTAIN 11' 28" REFL. CONE. Rom MIN. LANE WIDTH ONE uN MAY OFFSET CONES IF ......, . ,....... 11' MIN. TRAVEL LANE WIDTH MAINTAINED E0 TRAFFIC CONTROL PLAN KENT, WA N W�8 S NOT TO SCALE METRO STOP ® UNAFFECTED POSTED SPEED LIMIT O ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER — SITE CONDITIONS. REFER TO SIGN SPACING CHART. SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC 1 MOVEMENTS W17HIN INTERSECTION. FIVAl r RAISED CURBING SE 256 ST ■ V "20-7a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE _ REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: SP Te PRSiOP Dw2o-7b 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. �� ICCN T 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND w.•^»�_» DATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-077-1140 /� METRO STOP ® /,n� UNAFFECTED +�(\\'"-/- ACTOR ERYISOR 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. wzo-1 20220, Ne NUMBeR rom�I 5. ALL SIGNS MIN. 36"x36" UNLESS OTHERWISE SPECIFIED. SUPERVISOR 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE. (1)for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANDIOR DRIVEWAYS. a-;'012 r'PA" PHo SHEETNUMBER PHONE Pe:I PAR Br PHoxeN Chris Grose 253-258-1419 E IL chris@trafficconlrolplan.net SIGN SPACING • X ONE LANE,TWO-WAY TRAEiIC TAPER SPECS TABLE II) CHANNELIZATION DEVICE TAPER TYPE LENSPACING FEET UPGTFeAM TAPER fi CEVICE MIN.ITNT WWNSIREAM TAPER 50' $ 10tl MIN. is no MPx= rzl DUE TO LIMITED SPACE, DOWNSTREAM TAPER ar= m SHALL NOT BE SET UP FOR THIS PHASE III-NSAPCI AS Na CNAN ¢I ix•xBITE.-C. AND sP�ac�c m�a Eo 11 UIS N areas ro NT LEGEND WORK AREA • • • • • 28" REFL. CONE EXISTING TRAFFIC FLOW 11 SIGN LOCATION ' FLAGGING STATION POSTED SPEED LIMIT 3 28" REFL CONE. MAY OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED ~ss y BICYCLISTS SHALL FOLLOW FIAGGER INSTRUCTIONS 11' METRO STOP UNAFFECTED PARKING LANE NOT PRESENT WITHIN WORK AREA -EITHER SIDE OF BE 256 ST. NO ANTICIPATED PEDESTRIAN IMPACT. wopo woo-1 1LY\ 1 W20-7b TRAFFIC CONTROL PLAN KENT, WA N W�8 S NOT TO SCALE METRO STOP ® MORIN ,PIWAZJ UNAFFECTED POSTED SPEED LIMB O ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER — slrE coxxmoxs. REFER TO SIGN SPACING CHART. SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC 1 MOVEMENTS WTHIN INTERSECTION. � a>r r RAISEp CURBING SE 256 STTe ■ MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE _ REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: PRSiOP pw2o-Tb 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. T 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND w-•^»�_» GATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-077-1140 /� METRO STOP UNAFFECTED CONTRACTOR eemsoR 4. SIGN SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. w20-1 20220, xE xuMBER rom�l 5. ALL SIGNS MIN. 36"x36"UNLESS OTHERWISE SPECIFIED. SUPERVISOR � 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (i)for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANDIOR DRIVEWAYS. � �. 012 r'PA" Pxo sNeerxuxeeR xexuxaeR Pe:I PAR Rr PNoxex Chris Grose 253-258-14f 9 E IL chris@trafficconlrolplan.net SIGN SPACING - X FREEWAYS & EXPRESSWAYS 55170 MPH 15001S RURAL HIGHWAYS 60155 MPH E00'z RURAL ROADS 45155 MPH 500'2 RURAL ROADS & URBAN ARTERIALS 35140 MPH 350'1 RURAL ROADS & URBAN ARTERIALS 25 l30 MPH 200's (2) RESIDENTAL S BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. MINIMUM LANE CLOSURE TAPER LENGTH = L (feel) Posted Speed (mph) MOTH 11aeq 25 30 35 40 45 50 55 70 10 ms 150 1 205 1 270 1 450 wo 550 - - - 11 115 1 165 1 225 1 295 1 495 550 en fifi0 - - 12 125 1 180 1 245 1 3M 540 600 660 720 7W 640 TARI F 111 CHANNELIZATION DEVICE80 TRAFFIC CONTROL PLAN KENT, WA N we S aao POSTED NOT TO SCALE SPEED LIMIT T IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 CAUTION MOTORCYCLES METRO STOP STEEL PLATE 6x7aEM AHEAD NscaunON UNAFFECTED WS-24 W21-1701 SPACING feet J I � ■ r ~ MPH TAPER TANGENT t3Ll'3 JJ 11 ARCO W20-7a r 3s1as 3o so Walgreens 3 zvBD zD 40 13130 Kent-Kangly Rd 27112132nd Ave SE > Kent, WA 98030 Kent, WA 98042 0 jum mLIMIT 45 SPEED 4) 4 PREPARED Q ROAD LEA METRO STOP o To WORK STOP AHEAD a UNAFFECTED W20-7a W20-7b L-1 516 ,. POLICE — — — — — — — — — — _ — — 18" x 24" _ KEEP RoaO _ R4-7 AHEAD PREPARED METRO STOP I I I I jf� I,fYS I I I I W20-1 To UNAFFECTED 7 1 F FF77 stop W20-7b M 36" x 24" 36" x 24" W20-7a CROSSWALK CLOSED CROSSWALK CLOSED R9-3XC R9-3XC ADVANCE WARNING SIGNS :: SPACED @ (X) OR AS PER a" x za SITE CONDITIONS. q $ REFER TO SIGN SPACING CHART. T_ LOIFJ Chase Bank R313207 SE 272nd St 28" REFL. CONE !�' I MODIFIED Kent, WA 98402 y SIGNAL SHALL FLASH RED ALL DIRECTIONS Safeway 13101 Kent-Kangly Rd Kent, WA 98030 LEGEND 0 WORK AREA ■ ■ ■ ■ ■ 28" REFL. CONE 44 SIGN LOCATION itFLAGGING STATION SAFEWAY DRIVEWAY MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. > UPO SHALL COUNTERMAND SIGNAL. M (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. m11lwim II I I I I I I I I BANK DRIVEWAY 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) W20-7b ROAD WORK AHEAD W20-1 0VYPSHINGfON SMiE1PA1RC WXBDL 1SUPERVISOR _ IM KENT ;'oiz3 ID CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50.70 40 BO 35/45 30 60 zv30 z0 40 SIGN SPACING . x TRAFFIC CONTROL PLAN FREEWAYS A EXPRESSWAYS 55170 MPH i50PS KENT, WA N RURAL HIGHWAYS 60155 MPH 600'z RURAL ROADS 45155 MPH 500'2 RURAL ROADS & URBAN ARTERIALS 35140 MPH 350'1 ROAD W E RURAL ROADS A URBAN ARTERIALS 25 l30 MPH 200's (S) WDRK RESIDENTAL A BUSINESS DISTRICTS AXEAO S URBAN STREETS 25 MPH OR LESS 100'S (2) W20-1 (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE u® POSTED NOT TO SCALE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. T (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT SPEED ROADWAY CONDITIONS. LIMIT IF APPLICABLE MINIMUM LANE CLOSURE TAPER LENGTH = L (feel) THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS AIDTH Posted Speed (mph) ACCORDING TO RCW 47.36.200 (" 25 I 30 1 35 40 45 50 55 m 105 15D 1 205 1 270 1 450 wo 550 - - - 11 115 165 1 225 1 295 1 495 550 en fifi0 - - 0.24 CLMS. *W21-170I it 125 100 245 320 540 500 660 720 7. 840 RIGHT AHEAD AHEAD ® METRO STOP TABLE (1) W20-5R UNAFFECTED 4 a ARCO ; 13130 Kent-Kangly Rd Kent, WA 98030 c POSTI WalgreensSPEE27112132nd Ave SE W LIMIa Kent, WA 98042 p 4) 4 ROAD Q � METRO STOP p AHEAD a UNAFFECTED W20-1 IL 516 — — — — — — — — — — — — — — 18" x 24" r r VEEP Z= — — — — — — — — — — — — — — R4-7 ROAD METRO STOP rr AHEAD UNAFFECTED W20-1 36" x 24- 'til 36" x 24" 1 CROSSWALK CROSSWALK CLOSED �I ` CLOSED R9-3XC ,1 R9-3XC ADVANCE WARNING SIGNS 'sl SPACED @ (X) OR AS PER SITE CONDITIONS. , ;I n REFER TO SIGN SPACING CHART. �J 'I Chase Bank 13207 SE 272nd St Kent, WA 98402 Safeway 13101 Kent-Kangly Rd +1 Kent, WA 98030 e I a I k 1e"xza,� N r I F ON R3-5R LEGEND I t MODIFIED WORK AREA I �, 28" REFL. CONE ■ ■ ■ ■ ■ 28" REFL. CONE I I t t I SIGN LOCATION Al I I F I I I k I I I I I BANK DRIVEWAY SAFEWAY DRIVEWAY 1 Z I I I I I I I I I MANDATORY Ihl DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I MtSNINGfON SMiE1PA1RC WXRxIL RI AHEAD SUPERVISOR os6o GENERAL NOTES: I AHEAD � W20-5R KETIT w oiz ;p 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). CONTRACTOR City of Kent 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD SUPERVISOR JOB NAME CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. ROnD PHONE NUMBER (orrCe) PROJECT LOCATION 5. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. I a OERno Kent WA 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) I I W20-1 PHONE NUMBER If-) SHEET NUMBER 516/ T for spacing distances). I I Chris Grose PHONE# 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE Chris Grose - 19 INTERSECTIONS AND/OR DRIVEWAYS. E-MAIL chris@trafficcontrolplan.net SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L (b.B TABLE (1) LHANNELIZATION DEVICE P°mJ .I!(mPM1) SPACING feet oa, (r °1. m uL MINI ATIMAN. cHAn IU THis 11A n e° in °Haw An To rlr R_ III,LEGEND • • M I 28" REFL. CONE a POSTED I —I _ H SIGN LOCATION SPEED �I p LIMIT Marketplace at Lake Meridian 12916 Kent-Kangly Rd SEQUENTIAL ARROWBOARD w a 0 °P °wzOaH � Kent, WA 98030 �_ 3 ` 516 L. ARCOwzo-za 13130 Kent-Kangly Rd Kent, WA 98030 ° W20-1 ` VIIIIII 3 W20.0 3Q ADVANCE WARNING SIGNS � N • �. SPACED W (p METRO STOP o X) OR AS PER a� rl V'Sa., _ a UNAFFECTED SITE CONDITIONS. CONE TAPER 4•�''�e. a I I REFER TO SIGN SPACING CHART. 4'� W4-2R Z 4• _ _ Q ..............V:: 28" REFL. CONE _� •v..��W y. w.y. �„%' _ 8 O Z MANDATORY 3 METRO STOP DURING N N WORKING H R TRAFFICCONTROL HALL BE HOUR- 0- CO O S W20-7a UNAFFECTED REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH UUPERVIS KEWd,otz73,g. T y GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. a Safeway 13101 Kent-Kangly Rd Kent, WA 98030 TRAFFIC CONTROL PLAN KENT, WA N W�a s NOT TO SCALE s POSTED SPEED LIMIT METRO STOP UNAFFECTED y� I h I I IW20-7a I � I Pf0W20-7b I h e°Ae I w°nM1 ° wzo-t m�mm��m�ass i 3 Walgreens 27112132ad Ave SE Kent, WA 98042 y z 36" x 24• q Ea038WALlI 18" x 24" i DLOSEO 18' x 24• RMXC �1 ^ S S S UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 OW8-24 �21-1701 TRAFFIC CONTROL PLAN KENT, WA N W�P S NOT TO SCALE ADVANCE WARNING SIGNS SPACED 0 (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. POSTED w SPEED I a.AD LIMIT _as w4-2R A.�x wzosL D wza ` CONE TAPER=Ll2 ! W14 CONE TANGENT=2L R3-5L CONE TAPER 'L MODIFIED 'C ,,..,.., r..x,..T...,. z..,, .-..:....: -n - - - - - - - - - - - - - - - - n%L+rl.�.......-• — — — — — — — — — — — — — — — — — — — — — — R4-7 _ R >_ 36" x 24" 18• x 24° �UNAFFECTED can.—I x �` c—s m Dx�Y R93XC S RMR Chase Sank LEGEND 13207 SE 272ad St Kent, WA 98402 WORK AREA MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANDIOR DRIVEWAYS. 28" REFL. CONE fd SIGN LOCATION 0 SEQUENTIAL ARROWBOARD 28" REFL. CONE �SSUUPERVISOR� SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L (b Q TABLE (1) LHANNELIZATION DEVICE PomJ .I!(mPM1) SPACING feet o NPH oa, (r v1. m uL MINI MAN. cHAn IU THis 11-NI - eo in Haw A— To rlr R_ III,LEGEND • M M 1 28" REFL. CONE POSTED o SPEED p H SIGN LOCATION LIMIT Marketplace at Lake Meridian 12916 Kent-Kangly Rd w a 0 SEQUENTIAL ARROWBOARD w2N 1 � Kent, WA 98030 �_ 3 ` 516 � ARCO Z \ \ 13130 Kent-Kangly Rd Kent, WA 98030 A% e W20.1 IIIIII W20-eL 3e V Is o >_ �"' `;'• •� METRO STOP ADVANCE WARNING SIGNS a� 4.4•• _ a UNAFFECTED SPACED W (X) OR AS PER J I v SITE CONDITIONS. 3� " CONE TAPER 4'•ae,4 — _ 4 REFER TO SIGN SPACING CHART. 4'� W4-2R Z _ _ 28" REFL. CONE "•v., .i _ MANDATORY ¢ METRO STOP DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE .3N UNAFFECTED REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH UUPERVIS KENT Z! y GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. Safeway 13101 Kent-Kangly Rd Kent, WA 98030 TRAFFIC CONTROL PLAN KENT, WA N W�a s NOT TO SCALE s POSTED SPEED LIMIT METRO STOP UNAFFECTED IIIIIIIIIIII�' n IIIIIIIIIIIIIII I h I I I I I � I [nu W2o-1 I I h m�mm��m�ass i 3 Walgreens > 27112132ad Ave SE Kent, WA 98042 y C 36" x 24' 18' x 24" � a tLaseo R33R R9JXC MODIFIED 28" REFL. CONE tW2-R ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. 1 wzo-i IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 OW8-24 �21-1701 POSTED SPEED LIMIT TRAFFIC CONTROL PLAN KENT, WA N W�P S NOT TO SCALE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — R R47 w c 18•x24 METRO STOP 36°x24^ Y � UNAFFECTED tataswus m tLos[o $ R33R R9-3XC chase Sank LEGEND 13207 SE 272ad St Kent, WA 98402 WORK AREA MANDATORY • 28" REFL. CONE DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH 41 SIGN LOCATION 0 SEQUENTIAL ARROWBOARD GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANDIOR DRIVEWAYS. 08-UPERVIS61R1L SIGN SPACING ■ X FREEWAYS & EXPRESSWAYS 55170 MPH 15001S RURAL HIGHWAYS 60 155 MPH 600'z RURAL ROADS 45155 MPH 500'2 RURAL ROADS R URBAN ARTERIALS 35140 MPH 350'1 RURAL ROADS R URBAN ARTERIALS 25 l30 MPH 200's (S) RESIDENTAL S BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. MINIMUM LANE CLOSURE TAPER LENGTH = L (feel) Posted Speed (mph) W DTH (E 25 30 35 40 45 50 55 0 5 0 TARI F 11), CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50.70 40 BO 35145 30 50 2Y]10 20 40 36" x 24" [CROSSWALK CLOSED R9-3XC C�J Safeway 13101 Kent-Kangly Rd Kent, WA 98030 W20- fn LEGEND Ka 0 WORK AREA ■ ■ ■ ■ ■ 28" REFL. CONE ♦I SIGN LOCATION SAFEWAY DRIVEWAY Z MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. POSTED T SPEED LIMIT METRO STOP UNAFFECTED ISIJ Walgreens 27112 132nd Ave SE Kent, WA 98042 TRAFFIC CONTROL PLAN KENT, WA N we S NOT TO SCALE a W 7 Cr N Z W c� a i ..III - -C- - - - - - - - - - � t 18" x 24" j T KEEP �♦ R LEFT — — — — — — — — — R4-7 TEMP. ADA COMPLIANT RAMP 36" x 24" 30" x 24" CROSSWALK DETOUR CLOSED Z 1 R9-3XC M4-98 I I I rl +1 I I t18" � x 24" C R3-5R MODIFIED I � I I I k - I I I I I I I I I DRIVEWAY BANK I I I I I I I I I I l41 I I Ihl I I I I I I RIGHTLANE CLOSED AHEAD W20-SR I I I I I RDnD I WORK AHEAD I I I I W20-1 w - I Chase Bank 13207 SE 272nd St Kent, WA 98402 28" REFL. CONE VSUPEYPSHP"' SpRVISOTE1PNRCWKRBM L IM `/ KENT �'oiz hp SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L (b Q TABLE (1) LHANNELIZATION DEVICE PomJ .I!(mPN SPACING feet o NPH oa, (r v1. m uL MINI MAN. cHAn IU THis 11-NI - eo in Haw A— To rlr R_ III,LEGEND • M M 1 28" REFL. CONE POSTED o SPEED p H SIGN LOCATION LIMIT Marketplace SEQUENTIAL ARROWBOARDce at Lake Meridian 12916 Kent-Kangly Rd w a 0 wzo-t � Kent, WA 98030 �_ 3 ` 516 � ARCO Z \ \ 13130 Kent-Kangly Rd Kent, WA 98030 A% W20.1 IIIIII W20-eL 3e S Is 0 3 ADVANCE WARNING SIGNS �� `;•• •�•. p METRO STOP o SPACED W (X) OR AS PER a� 4.4. 4• _ ¢ UNAFFECTED SITE CONDITIONS. 3� I CONE TAPER 4'•ae,4 REFER TO SIGN SPACING CHART. 4'� W4-2R 28" REFL. CONE "•v., 1 _ MANDATORY ¢ METRO STOP DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE .3N UNAFFECTED REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH UUPERVIS KENT Z! y GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL -MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. Safeway 13101 Kent-Kangly Rd Kent, WA 98030 TRAFFIC CONTROL PLAN KENT, WA N W�a s NOT TO SCALE s POSTED SPEED LIMIT METRO STOP UNAFFECTED IIIIIIIIIIII�' a IIIIIIIIIIIIIII I h I I I I I � I [nu W20-1 I I h SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55170 MPH 1500'1 RURAL HIGHWAYS 50 /65 MPH BBO'S RURAL ROADS 45155 MPH 5. RURAL ROADS & URBAN ARTERIALS 35140 MPH 350'1 RURAL ROADS & URBAN ARTERIALS 25 /30 MPH 2001 (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'a (2) (1)ALL SPACING MAV BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ONE LANE, TWO-WAY TRAFFIC TAPER SPECS TAPER TYPE LENGTH (f e0 3 OF DEVICES UPSTREAM TAPER 50' 00' 6 DE MIN. DOWNSTREAM TAPER 1 50')00' 1 6 DEor MIN. DUE TO LIMITED SPACE, TAPERS SHALL NOT BE SET UP FOR THIS PHASE TABLE (1) CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 BO 35/45 10 TO 20 60 25130 10 TO 20 40 POSTED SPEED LIMIT 0 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH TRAFFIC CONTROL PLAN KENT, WA N W E S NOT TO SCALE SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. ROAD WORK AHEAD ■ t W20-1 ■ TO W20-7azo 7b METRO STOP UNAFFECTED 35 S 240 ST J I III II I e s s = � r r i t"I N Illilll S 240 PL W20-1 \_/ W20-7b W2U-la LEGEND WORK AREA ■ ■ ■ ■ ■ 28" REFL. CONE f EXISTING TRAFFIC FLOW H SIGN LOCATION ��- FLAGGING STATION . NO PARK BARRICADE • ARKING o� DISPLAYED 72 HRS IN ADVANCE OF CLOSURE GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. hE.: saa 7a e s 3"z tiara zw� a cxz 3= POSTED SPEED LIMIT 25 SHALL MAINTAIN 11' MIN. LANE WIDTH itBETWEEN S 240 ST & S 240 PL, FLAGGER SHALL ASSIST WITH RESIDENT INIOUT ACCESS 28" REFL. CONE. MAY OFFSET CONES IF ll' MIN. TRAVEL LANE WIDTH MAINTAINED METRO STOP UNAFFECTED S 241 ST CLOSURE AFFECTS RESIDENT DRIVEWAY(s) MANDATORY PROPERTY OWNER(s) PERMISSION REQUIRED TO BLOCK DRIVEWAY(s) NOTIFY AFFECTED RESIDENT(s) OF WORK TIMES & DATES W20-7b \ / W20-1 f y ROAD ADVANCE WARNING SIGNS WORK SPACED 0 (X) OR AS PER ANEAD SITE CONDITIONS. W20-1 REFER TO SIGN SPACING CHART. �-T WA INOIONSTWR 11110NIMI SUPERVISOR ra pie - oiz �p �_oAz SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55170 MPH 1500'1 RURAL HIGHWAYS 50 /65 MPH BBO'S RURAL ROADS 45155 MPH 5. RURAL ROADS & URBAN ARTERIALS 35140 MPH 350'1 RURAL ROADS & URBAN ARTERIALS 25 /30 MPH 2001 (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'a (2) (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ONE LANE, TWO—WAY TRAFFIC TAPER SPECS TAPER TYPE LENGTH (f e0 3 OF DEVICES UPSTREAM TAPER 50' TO 100' 6 DEVICE MIN. DOWNSTREAM TAPER 1 50' 100' 1 6 DEO MIN. DUE TO LIMITED SPACE, DOWNSTREAM TAPER SHALL NOT BE SET UP FOR THIS PHASE TABLE (1) CHANNELIZATION DEVICE SPACING (FEET) MPH1 TAPER TANGENT 50/65 I.TOO 80 35/45 10 TO 20 60 25I30 10 TO 20 40 POSTED SPEED LIMIT 0 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH TRAFFIC CONTROL PLAN KENT, WA N W � E S NOT TO SCALE SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. ROAD WORK AHEAD • t W20-1 ■ TO W20-7azo 7b METRO STOP UNAFFECTED 35 S 240 ST J I111111 — s s r r —► ' = y i ♦I ♦I ul>riii WOR PREPARED ■ • vi G.i AHEAD STOP H v W20-1 W20-7b W20-7a ion tiara a 3z S 240 PL 8E WORK PREPARED ■ • aHEAD TO \ W20-1 sTor W20-7b W20-7a LEGEND WORK AREA ■ ■ ■ ■ ■ 28" REFL. CONE f EXISTING TRAFFIC FLOW H SIGN LOCATION ��- FLAGGING STATION . NO PARK BARRICADE • ARKING o� DISPLAYED 72 HRS IN ADVANCE OF CLOSURE GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. POSTED SPEED LIMIT 25 SHALL MAINTAIN 11' MIN. LANE WIDTH BETWEEN S 240 ST & S 240 PL, FLAGGER SHALL ASSIST WITH RESIDENT IN/OUT ACCESS 28" REFL. CONE. MAY OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED ;L:PER METRO STOP UNAFFECTED S 241 ST CLOSURE AFFECTS RESIDENT DRIVEWAY(s) MANDATORY PROPERTY OWNER(s) PERMISSION REQUIRED TO BLOCK DRIVEWAY(s) NOTIFY AFFECTED RESIDENT(s) OF WORK TIMES & DATES W20-71D \ / W20-1 f y ROAD ADVANCE WARNING SIGNS WORK SPACED 0 (X) OR AS PER ANEAD SITE CONDITIONS. W20-1 REFER TO SIGN SPACING CHART. KENT wasHlSUPERERVISsrn1E-181OR IR"ll a SIGN SPACING X zs r m MPn zar: rzl ar: 19- sP C c3 xa BE AD—TED T. cxan ¢I Txw saacirvc m_aIE lElllEl 11 cnenn areas ro NT WO -WAY TRAFFIC TAPER SPECS TABLE (t) CHA DEVICE SPACING EErvGM P�tl of pEVLE3 SPACINGG (FEET) ER fi CEVICE MIN. ER 1 50' $ 10D 1 fi DEW MIN. D SPACE, DOWNSTREAM TAPER BE SET UP FOR THIS PHASE ONE LANE,T TAPER TYPE UPSTREAM TAP ppwNsrnEAM TAP *:P.AE:E.W T. POSTEDW20-]a SPEED LIMIT 0 SE 196 ST 1 Aim W20-1 �RW20d �W20.7a METRO STOP UNAFFECTED a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. S. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANDIOR DRIVEWAYS. POSTED SPEED LIMIT 0 SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. TRAFFIC CONTROL PLAN CLOSURE AFFECTS CHURCH KENT, WA N DRIVEWAY ALTERNATE DRIVEWAY AVAILABLE W $ MANDATORY S PROPERTY OWNER PERMISSION NOT TO SCALE I �—I REQUIRED TO BLOCK DRIVEWAY I T I NOTIFY CHURCH STAFF OF w � � WORK TIMES &DATES New Beginnings Ch"' nChurch 193M 1081h Ave SE Kent, WA 98031 36" x 24" rt —ED PRIORITIZE EIB FLOW I I I IIII rIMETRO SIDEWALK OR PARKING LANE NOT PRESENT SHALL MAINTAIN II' WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MIN. LANE WIDTH NO ANTICIPATED PEDESTRIAN IMPACT. 1W20-]a STOP 28" REFL. CONE. MAY OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED I I ® UNAFFECTED LEGEND I I � � WORK AREA I I W2O-ID • IS.. 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION III f If �--( woNK J�SPACED CNDORAS PER \v/ s0 SIGNS AiING. FLAGGING STATION W20.1 REFER TI SIGN SPACING CHART. aSpUPFRVISOR »02 ��uctU 4o-le, 19, SPEED LIMIT W20d ONE LANE,T TAPER TYPE UPSTREAM TAP ppwNsrnEAM TAP *:P.AE:E.W T. POSTEDW20-]a SPEED LIMIT 0 SE 196 ST 1 Aim W20-1 �RW20d �W20.7a METRO STOP UNAFFECTED a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. S. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANDIOR DRIVEWAYS. POSTED SPEED LIMIT 0 SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. TRAFFIC CONTROL PLAN CLOSURE AFFECTS CHURCH KENT, WA N DRIVEWAY ALTERNATE DRIVEWAY AVAILABLE W $ MANDATORY S PROPERTY OWNER PERMISSION NOT TO SCALE I �—I REQUIRED TO BLOCK DRIVEWAY I T I NOTIFY CHURCH STAFF OF w � � WORK TIMES &DATES New Beginnings Ch"' nChurch 193M 1081h Ave SE Kent, WA 98031 36" x 24" rt —ED PRIORITIZE EIB FLOW I I I IIII rIMETRO SIDEWALK OR PARKING LANE NOT PRESENT SHALL MAINTAIN II' WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MIN. LANE WIDTH NO ANTICIPATED PEDESTRIAN IMPACT. 1W20-]a STOP 28" REFL. CONE. MAY OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED I I ® UNAFFECTED LEGEND I I � � WORK AREA I I W2O-ID • IS.. 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION III f If �--( woNK J�SPACED CNDORAS PER \v/ s0 SIGNS AiING. FLAGGING STATION W20.1 REFER TI SIGN SPACING CHART. aSpUPFRVISOR »02 ��uctU 4o-le, 19, SPEED LIMIT W20d PRIORITIZE EIB FLOW I I I IIII rIMETRO SIDEWALK OR PARKING LANE NOT PRESENT SHALL MAINTAIN II' WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MIN. LANE WIDTH NO ANTICIPATED PEDESTRIAN IMPACT. 1W20-]a STOP 28" REFL. CONE. MAY OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED I I ® UNAFFECTED LEGEND I I � � WORK AREA I I W2O-ID • IS.. 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION III f If �--( woNK J�SPACED CNDORAS PER \v/ s0 SIGNS AiING. FLAGGING STATION W20.1 REFER TI SIGN SPACING CHART. aSpUPFRVISOR »02 ��uctU 4o-le, 19, SPEED LIMIT W20d aSpUPFRVISOR »02 ��uctU 4o-le, 19, SPEED LIMIT W20d SIGN SPACING - X Is zs r m MPn zar: rn ar: 111—sPC c3 xa cnan rvc_ ¢I Txw saacimaIE lElllEl 11 °nenn areas ro NT WO -WAY TRAEF TAPER SPECS TABLE (t) CHA DEVICE SPACING EErvGTR P�tl of pEVLE3 SPACINGG (FEET) ER fi CEVICE MIN. ER 1 50' $ IOC 1 fi DEW MIN. D SPACE, DOWNSTREAM TAPER BE SET UP FOR THIS PHASE ONE LANE,T TAPER TYPE UPSTREAM TAP W WNSTREAM TAP PaEPARED s" W20ab POSTED +W2.-7a SPEED LIMIT OSE 196 ST 1 aWOxm W20-1 �PW201 4�W20-7a METRO STOP UNAFFECTED a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" X 36" UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1)faI spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. I I POSTED III } } SPEED LIMIT I I I � I I SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) I,� I UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. SHAL14 I I MIN. MAINTAINNEWIDT II' MIN. LANE WIDTH IIIIIIIIIIIII I I I h I I I I h I I I I I I I I I ili },1 TRAFFIC CONTROL PLAN CLOSURE AFFECTS CHURCH KENT, WA N DRIVEWAY ALTERNATE DRIVEWAY AVAILABLE W $ MANDATORY S PROPERTY OWNER PERMISSION NOT TO SCALE 1 �—I REQUIRED TO BLOCK DRIVEWAY I T I NOTIFY CHURCH STAFF OF w � � WORK TIMES &DATES New Beginnings ChrlsOan Church 193M 1081h Ave BE Kent, WA 98031 36" x 24- c-rt E. PRIORFDZE EIB FLOW — SIDEWALK OR PARKING LANE NOT PRESENT 28" REFL. CONE. 0 WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MAY OFFSET CONES IF NO ANTICIPATED PEDESTRIAN IMPACT. 11' MIN. TRAVEL LANE WIDEN MAINTAINED POSTED SPEED LIMIT �W20-]a METRO STOP ® UNAFFECTED LEGEND WORK AREA °P w2o-Tb 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION SPACE01g WARNING PER +.�, ' - sITE..SPAIONs. N FLAGGING STATION //, ��• n[A0 W20-1 REFER TO SIGN SPACING CHART. V �(�NT �SUPERVISOR ��uct0 4o-le, ONE LANE,T TAPER TYPE UPSTREAM TAP W WNSTREAM TAP PaEPARED s" W20ab POSTED +W2.-7a SPEED LIMIT OSE 196 ST 1 aWOxm W20-1 �PW201 4�W20-7a METRO STOP UNAFFECTED a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" X 36" UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1)faI spacing distances). 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. I I POSTED III } } SPEED LIMIT I I I � I I SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) I,� I UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. SHAL14 I I MIN. MAINTAINNEWIDT II' MIN. LANE WIDTH IIIIIIIIIIIII I I I h I I I I h I I I I I I I I I ili },1 TRAFFIC CONTROL PLAN CLOSURE AFFECTS CHURCH KENT, WA N DRIVEWAY ALTERNATE DRIVEWAY AVAILABLE W $ MANDATORY S PROPERTY OWNER PERMISSION NOT TO SCALE 1 �—I REQUIRED TO BLOCK DRIVEWAY I T I NOTIFY CHURCH STAFF OF w � � WORK TIMES &DATES New Beginnings ChrlsOan Church 193M 1081h Ave BE Kent, WA 98031 36" x 24- c-rt E. PRIORFDZE EIB FLOW — SIDEWALK OR PARKING LANE NOT PRESENT 28" REFL. CONE. 0 WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MAY OFFSET CONES IF NO ANTICIPATED PEDESTRIAN IMPACT. 11' MIN. TRAVEL LANE WIDEN MAINTAINED POSTED SPEED LIMIT �W20-]a METRO STOP ® UNAFFECTED LEGEND WORK AREA °P w2o-Tb 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION SPACE01g WARNING PER +.�, ' - sITE..SPAIONs. N FLAGGING STATION //, ��• n[A0 W20-1 REFER TO SIGN SPACING CHART. V �(�NT �SUPERVISOR ��uct0 4o-le, IIIIIIIIIIIII I I I h I I I I h I I I I I I I I I ili },1 TRAFFIC CONTROL PLAN CLOSURE AFFECTS CHURCH KENT, WA N DRIVEWAY ALTERNATE DRIVEWAY AVAILABLE W $ MANDATORY S PROPERTY OWNER PERMISSION NOT TO SCALE 1 �—I REQUIRED TO BLOCK DRIVEWAY I T I NOTIFY CHURCH STAFF OF w � � WORK TIMES &DATES New Beginnings ChrlsOan Church 193M 1081h Ave BE Kent, WA 98031 36" x 24- c-rt E. PRIORFDZE EIB FLOW — SIDEWALK OR PARKING LANE NOT PRESENT 28" REFL. CONE. 0 WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MAY OFFSET CONES IF NO ANTICIPATED PEDESTRIAN IMPACT. 11' MIN. TRAVEL LANE WIDEN MAINTAINED POSTED SPEED LIMIT �W20-]a METRO STOP ® UNAFFECTED LEGEND WORK AREA °P w2o-Tb 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION SPACE01g WARNING PER +.�, ' - sITE..SPAIONs. N FLAGGING STATION //, ��• n[A0 W20-1 REFER TO SIGN SPACING CHART. V �(�NT �SUPERVISOR ��uct0 4o-le, PRIORFDZE EIB FLOW — SIDEWALK OR PARKING LANE NOT PRESENT 28" REFL. CONE. 0 WITHIN WORK AREA -EITHER SIDE OF SE 196 ST. MAY OFFSET CONES IF NO ANTICIPATED PEDESTRIAN IMPACT. 11' MIN. TRAVEL LANE WIDEN MAINTAINED POSTED SPEED LIMIT �W20-]a METRO STOP ® UNAFFECTED LEGEND WORK AREA °P w2o-Tb 28" REFL. CONE EXISTING TRAFFIC FLOW ADVANCE WARNINGSIGNS H SIGN LOCATION SPACE01g WARNING PER +.�, ' - sITE..SPAIONs. N FLAGGING STATION //, ��• n[A0 W20-1 REFER TO SIGN SPACING CHART. V �(�NT �SUPERVISOR ��uct0 4o-le, �SUPERVISOR ��uct0 4o-le, SIGN SPACING - X ONE LANE,TWO-WAY TRAFiIC TAPER SPECS TABLE II) CHANNELIZATION DEVICE TAPER TYPE I LENGTHP OF DEVLES SPACING FEET UPSTREAM TAPER MIN. NT WVrNSTREAM TAPER 50' TO IOU 6 DEMCE MIN. is no Mnn= rzl DUE TO LIMITED SPACE, UPSTREAM TAPER ar= rn SHALL NOT BE SET UP FOR THIS PHASE cn � sP � cs Ma AND cxan (� m ps�c�c m�a eo iry nRenn areas ro riT V LEGEND wza� WORK AREA •���• 28"REEL CONE f EXISTING TRAFFIC FLOW 11 SIGN LOCATION FLAGGING STATION / 1 28" REEL. CONE. MAY OFFSET CONES IF II'MIN. TRAVEL LANE WIDTH MAINTAINED PARKING LANE NOT PRESENT METRO STOP WITHIN WORK AREA -EITHER SIDE OF SE 256 ST. AFFECTED NO ANTICIPATED PEDESTRIAN IMPACT. BICYCLISTS SNALL FOLLOW i FLAGGER INGTRUCTIONG SHALL MAINTAIN II' 18r 24. MIN. LANE WIDTH _ W20-1 DAYS MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 IN ADVANCE OF CLOSURE: 206.477.7140 4. SIGN SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. B. CHANNELIZATION DEVICES ARE 28" REEL. CONES (see TABLE (T) for sparing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANOIOR DRIVEWAYS. Valley Vlew Chrlslian Church 25fi051241h Ave SE � Kenl, WA 9fi930 h CHURCH DRIVEWAY (UNAFFECTED) CLOSURE MAY AFFECT RESIDENT DRIVEWAY(s) POSTED MANDATORY SPEED PROPERTY OWNER PERMISSION LIMIT REQUIRED TO BLOCK DRIVEWAY(s) NOTIFY AFFECTED RESIDENT(.) OF WORK TIMES &DATES SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. W20-7b TRAFFIC CONTROL PLAN KENT, WA N W�H S NOT TO SCALE POSTED SPEED pr LIMIT W20-A Em W20-1 qOq�� a77 ss SE 256 ST ADVANCE WARNING SIGNS — SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. USUPERVISOR :=012 eaaa �veW 4o-1.e, SIGN SPACING X ONE LANE,TWO-WAY TRAEiICTAPER SPECS TABLE ry) CHANNELIZATION DEVICE TAPER TYPE LENSPACING FEET pl UPSTREAM TAPER fi CEVICE MIN.ITNT WWNSIREAM TAPER 50' TO OU MIN. is no MPN= rzl DUE TO LIMITED SPACE, DOWNSTREAM TAPER ar= 121 SHALL NOT BE SET UP FOR THIS PHASE c° � svnci ps MA cxary ¢I 'NT_ECI_ AND p�c�c m�a eo iry nrvenn areas ro NT LEGEND �uu wzal WORK AREA 28" REFL. CONE T. �— EXISTING TRAFFIC FLOWP PRE REP °P wzD-7b 11 SIGN LOCATION FLAGGING STATION /j\ POSTED SPEED LIMIT 0 SE 256 ST f sr MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. ALL SIGNS MIN. 36" x 36" UNLESS OTHERWISE SPECIFIED. 5. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 6. ALL SPACING MAY READJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. METRO STOP UNAFFECTED Valley Vlew Chrlslian Church 25fi0512C1h Ave SE Kent, WA 98030 CHURCH DRIVEWAY (UNAFFECTED) POSTED SPEED LIMIT [r�i TRAFFIC CONTROL PLAN KENT, WA N W�H S NOT TO SCALE SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. PARKING LANE NOT PRESENT BICYCLISTS SHALL FOLLOW INSTRUCTIONS WITHIN WORK AREA -EITHER SIDE OF SE 256 ST. FLAGGER �E� NO ANTICIPATED PEDESTRIAN IMPACT. . 9 T SHALL IINTAIN 11' REFL. CONE. MIN. LANE WIDTH MAYY O OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED W20-7b ADVANCE WARNING SIGNS — SPACED�(X)OR AS PER SITE CONDITIONS. ae W2C-1 REFER TO SIGN SPACING CHART. SUPERVIll IL SOR �veW 4o-1.e, SIGN SPACING • X ONE LANE,TWO-WAY TRAPiIC TAPER SPECS TABLE(1) CHANNELIZATION DEVICE TAPER TYPE LENGTH PAC 8 OF CE—S SPACING FEET UPSTREAM TAPER MIN. WWNSIREAM TAPER 50' T010C MIN. is no MPa= rzl DUE TO LIMITED SPACE, UPSTREAM TAPER ar= 121 SHALL NOT BE SET UP FOR THIS PHASE IC-SSAPCI AS NA cxAN BITE"E'TIO. AND m ix•esP�ac�c m�a eo 11 UISAN areas 10 HIT LEGEND WORK AREA • • • • • 28" REEL. CONE EXISTING TRAFFIC FLOW 11 SIGN LOCATION ' FLAGGING STATION POSTED SPEED LIMIT PARKING LANE NOT PRESENT METRO STOP WITHIN WORK AREA -EITHER SIDE OF SE256 ST. AFFECTED �C NO ANTICIPATED PEDESTRIAN IMPACT. 3 wopo woo-1 1LY\ 1 W20-7b BICYCLISTS SHALL FOLLOW FIAGGER INSTRUCTIONS SHALL MAINTAIN 11' 28" REFL. CONE. Rom MIN. LANE WIDTH ONE uN MAY OFFSET CONES IF ......, . ,....... 11' MIN. TRAVEL LANE WIDTH MAINTAINED E0 TRAFFIC CONTROL PLAN KENT, WA N W�8 S NOT TO SCALE METRO STOP ® UNAFFECTED POSTED SPEED LIMIT O ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER — SITE CONDITIONS. REFER TO SIGN SPACING CHART. SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC 1 MOVEMENTS W17HIN INTERSECTION. FIVAl r RAISED CURBING SE 256 ST ■ V "20-7a MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE _ REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: SP Te PRSiOP Dw2o-7b 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. �� ICCN T 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND w.•^»�_» DATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-077-1140 /� METRO STOP ® /,n� UNAFFECTED +�(\\'"-/- ACTOR ERYISOR 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. wzo-1 20220, Ne NUMBeR rom�I 5. ALL SIGNS MIN. 36"x36" UNLESS OTHERWISE SPECIFIED. SUPERVISOR 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE. (1)for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANDIOR DRIVEWAYS. a-;'012 r'PA" PHo SHEETNUMBER PHONE Pe:I PAR Br PHoxeN Chris Grose 253-258-1419 E IL chris@trafficconlrolplan.net SIGN SPACING • X ONE LANE,TWO-WAY TRAEiIC TAPER SPECS TABLE II) CHANNELIZATION DEVICE TAPER TYPE LENSPACING FEET UPGTFeAM TAPER fi CEVICE MIN.ITNT WWNSIREAM TAPER 50' $ 10tl MIN. is no MPx= rzl DUE TO LIMITED SPACE, DOWNSTREAM TAPER ar= m SHALL NOT BE SET UP FOR THIS PHASE III-NSAPCI AS Na CNAN ¢I ix•xBITE.-C. AND sP�ac�c m�a Eo 11 UIS N areas ro NT LEGEND WORK AREA • • • • • 28" REFL. CONE EXISTING TRAFFIC FLOW 11 SIGN LOCATION ' FLAGGING STATION POSTED SPEED LIMIT 3 28" REFL CONE. MAY OFFSET CONES IF 11' MIN. TRAVEL LANE WIDTH MAINTAINED ~ss y BICYCLISTS SHALL FOLLOW FIAGGER INSTRUCTIONS 11' METRO STOP UNAFFECTED PARKING LANE NOT PRESENT WITHIN WORK AREA -EITHER SIDE OF BE 256 ST. NO ANTICIPATED PEDESTRIAN IMPACT. wopo woo-1 1LY\ 1 W20-7b TRAFFIC CONTROL PLAN KENT, WA N W�8 S NOT TO SCALE METRO STOP ® MORIN ,PIWAZJ UNAFFECTED POSTED SPEED LIMB O ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER — slrE coxxmoxs. REFER TO SIGN SPACING CHART. SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC 1 MOVEMENTS WTHIN INTERSECTION. � a>r r RAISEp CURBING SE 256 STTe ■ MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE _ REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: PRSiOP pw2o-Tb 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. T 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND w-•^»�_» GATES (OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-077-1140 /� METRO STOP UNAFFECTED CONTRACTOR eemsoR 4. SIGN SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. w20-1 20220, xE xuMBER rom�l 5. ALL SIGNS MIN. 36"x36"UNLESS OTHERWISE SPECIFIED. SUPERVISOR � 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (i)for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS ANDIOR DRIVEWAYS. � �. 012 r'PA" Pxo sNeerxuxeeR xexuxaeR Pe:I PAR Rr PNoxex Chris Grose 253-258-14f 9 E IL chris@trafficconlrolplan.net 2022 Asphalt Overlays/Holcomb A - 4 April 25, 2022 Project Number: 22-3001.1 PERMIT te ublM son Rio" Applicant (hereinafter referred to as Permit Holder) City of Kent Public Works Department Address 220 Fourth Avenue South City State Zip Code Kent WA 98032 Phone Number FED ID/SWV # 253-856-5547 916001254 Email KPeterson@kentwa.gov Project Name (if applicable) 132nd Ave SE Crosswalk Public Land Survey System (PLSS) At or begins at 1/4 of the and if applicable ends at 1/4 of the General Permit (Application and Permit) Permit Number GP NWK-2142-KNT State Route 516 Begin Milepost (if applicable) End Milepost (if applicable) Left❑ Right❑ 9.38 Left[_] Right❑ Region Northwest County King 1/4 of Section Township 1/4 of Section Township N, Range E ❑ W ❑ N, Range E ❑ W ❑ This General Permit shall apply to all Work being constructed by the permit on WSDOT right-of-way that is owned by or under WSDOT jurisdiction and includes all Work that will be WSDOT's responsibility to maintain when the Work is completed and accepted by WSDOT (RCW 47.24.020 City Streets as part of State Highways.) Intended Use of WSDOT Highway Right -of -Way (hereinafter referred to as the "Work"): Realignment of crosswalk striping on east leg of the intersection of SR 516 and 132nd Ave SE, and new ramp with associated roadway paving at the southeast corner of the intersection. The Washington State Department of Transportation hereinafter will be referred to as "WSDOT." WSDOT will allow the Permit Holder to construct, upgrade, use, and/or maintain the Work described above provided the Permit Holder accepts all the terms, provisions, and exhibits attached hereto and by this reference made a part of this permit. Exhibit "A": General Permit Special Provisions, 4 pages Exhibit "E": Exhibit "B": Right of Way Sheet and/or Vicinity Map, 1 page Exhibit "F": Exhibit "C": Construction Plans, 5 pages Exhibit "D": By signing below the Permit Holder accepts all the terms, provision, and exhibits attached to and made a part of this permit. Permit Holder I WSDOT Approval Print Name Print Name Kelly Peterson Ramin Pazooki Print Title Print Title Deputy Director - Engineering Utilities & Developer Services Manager Signature Signature Digitally signed by Ramin Pazooki g 1 Ramin Pazooki Date: 2021.12.13 11:15:02 -08-00' Date 0, Date /2 /6 Zp2 / 12/13/2021 Expiration Date 6/31 /2022 DOT Form 224-698 Page 1 of 6 Revised 0912020 General Provisions No changes to these General Provisions may be made without further approval of the Office of the Attorney General DOCUMENTS, NON-EXCLUSIVE, COMPLIANCE WITH LAW, WORK 1. A copy of this Permit must be on the job site, protected from the elements, at all times during any Permit Holder activity, construction or improvement Work as authorized by this Permit. "Work" under this Permit shall include the use of WSDOT-owned right-of-way as authorized herein. 2. The Permit Holder shall be responsible for compliance with all applicable federal, state, tribal and local laws, ordinances and regulations, that affect work being performed pursuant to this Permit. The Permit Holder shall defend and indemnify WSDOT and the State of Washington against any claims that may arise because the Permit Holder (or any of its employees or subcontractors) violated a legal requirement. 3. The Permit Holder agrees that all Work shall be performed and completed to the satisfaction of WSDOT. All material and workmanship shall conform, in the sole discretion of WSDOT, to WSDOT's Standard Specifications for Road, Bridge, and Municipal Construction, current edition and amendments thereto, unless WSDOT has agreed in writing to a different standard, and shall be subject to WSDOT inspection All WSDOT inspections of Work within WSDOT- owned highway right-of-way or upon state highway right-of-way under WSOOT jurisdiction, are solely for the benefit of WSDOT and not for the benefit of the Permit Holder, Permit Holder's contractor (if any), or any third party. 4. Upon approval of this Permit, the Permit Holder agrees to and shall diligently proceed with the Work and comply with all of the terms, provisions, and exhibits attached herein. Unless specified otherwise by WSDOT, or agreed to in writing by WSDOT, the work authorized by this Permit shall begin, be completed, or shall expire by the dates as agreed to by this Permit and its provisions, as indicated on page 1. RIGHT OF ENTRY NON-EXCLUSIVE 5. Subject to the terms of this Permit, WSDOT hereby grants to the Permit Holder, its authorized agents, contractors, subcontractors, and employees, a right of entry upon WSDOT-owned highway right-of-way or upon state highway right-of-way under WSDOT jurisdiction, onto which access is necessary to construct, operate andlor maintain the completed Work. If WSDOT has approved any limited access breaks, or inner corridor access breaks, for the Work, the Permit Holder shall strictly comply with the terms and conditions of such approval. WSDOT NOTIFICATION: SURVEY MONUMENTS, HIGHWAY SIGNS, FENCES, LANDSCAPING 6. Unless authorized by WSDOT or other affected property owner in writing, the Permit Holder shall assure that all public and private property, including but not limited to traffic signal equipment, signs, guide markers, lane markers, fences, mailboxes, guardrail, barriers, and utilities, are not impacted, damaged, destroyed, or removed. If any such property is damaged, destroyed, or removed without prior written authorization, the Permit Holder shall notify WSDOT's representative immediately of such impact, damage, destruction or removal. The Permit Holder shall replace, repair, or fully restore any private or public property that is damaged, destroyed, or removed to WSDOT's sole satisfaction. 7. The Permit Holder shall not disturb. remove, or destroy any existing Survey Monument before first obtaining a Washington State Department of Natural Resources (DNR) permit. The Permit Holder agrees that resetting Survey Monuments shall be the sole responsibility, and at the sole expense, of the Permit Holder. Such resetting of any Survey Monument shall be performed by or under the direct supervision of a Licensed Professional Land Surveyor The Permit Holder shall notify WSDOT in writing within ten (10) calendar days of any Survey Monument that has been disturbed, removed, destroyed, or reset, and shall restore the Survey Monument to its original place and condition at the Permit Holder's sole expense within ten (10) calendar days of its disturbance, damage or destruction. If Permit holder does not perform the resetting work as required herein, WSDOT may perform such work and the Permit Holder agrees to fully reimburse and make payment to WSDOT within thirty (30) calendar days of the date of WSDOT's detailed invoice pursuant to Section 26 — Invoice and Payments, herein. If WSDOT chooses not to make the repairs, WSDOT may initiate an action to revoke this Permit. A listing of Survey Monuments can be found at the WSDOT's Geographic Services Office Website: http://www,wsdot.wa.gov/monument/searchBroad.aspx DOT Form 224-698 Page 2 of 6 Revised 09/2020 DISTURBANCE OF EXISTING RIGHT-OF-WAY VEGETATION 8. Unless otherwise authorized by WSDOT's representative in writing prior to the start of any Work, this Permit does not authorize the Permit Holder, its' employees, contractors, or agents, any right to cut, spray, retard, remove, destroy, disfigure, or in any way modify the physical condition of any vegetative or landscaping material located on WSDOT owned highway right-of-way or upon state highway right-of-way under WSDOT jurisdiction, Should the Permit Holder anticipate that its' Work will alter the appearance of WSDOT-owned highway right-of-way vegetation or landscaping material, the Permit Holder shall notify the WSDOT representative listed in Special Provision 1 to obtain WSDOT's prior written approval of the Permit Holder's proposed Work. If WSDOT allows the Permit Holder to modify WSDOT-owned highway right-of-way vegetation, it agrees that any vegetation cutting and/or trimming activities shall be conducted in such a manner that WSDOT-owned highway right-of-way vegetation and landscaping material appearance or functionality will not be altered or damaged. Should the Permit Holder alter or damage the appearance of WSDOT-owned highway right-of-way vegetation and landscaping without WSDOT's prior written approval, the Permit Holder is subject to penalties provided for in RCW's 47.40.070, 47.40.080, and 4.24.630, as applicable. REMOVAL OF TIMBER 9. This Permit is issued pursuant to the applicable terms of RCW 47,12.140 (Severance and Sale of Timber and other personalty - Removal of nonmarketable materials). This Permit does not authorize the Permit Holder, its' employees, contractors, or agents, any right to cut or remove any trees or timber located on WSDOT right-of-way or upon state highway right-of-way under WSDOT jurisdiction without prior written approval from WSDOT. MERCHANDISING 10. It is unlawful for any person to build, erect, establish, operate, maintain, or conduct along and upon the right-of-way of any state highway any platform, box, stand, or any other temporary or permanent device or structure used or to be used for the purpose of receiving, vending, or delivering any milk, milk cans, vegetables, fruits, merchandise, produce, or any other thing or commodity of any nature unless a permit therefore has first been obtained from WSDOT. WSDOT shall in each instance determine where any platform, box, stand, or any other temporary or permanent device or structure shall be permitted pursuant to RCW 47.32.110. EROSION CONTROL AND DRAINAGE 11. All discharges to WSDOT right-of-way or upon WSDOT highway right-of-way under WSDOT jurisdiction, if allowed, shall conform to State and Local water quality regulations and shall meet WAC 173-201A (Water Quality Standards for Surface Waters of the State of Washington). 12. During construction of this work, the Permit Holder shall comply with all provisions of the WSDOT Highway Runoff Manual, or WSDOT approved equivalent plan, and implement Best Management Practices (BMP's) to mitigate erosion. CULTURAL RESOURCES 13. If any archaeological or historical resources are revealed in the Work vicinity, the Permit Holder shall immediately STOP Work, notify WSDOT's Representative and retain a United States Government Secretary of the Interior's qualified archaeologist. Said archaeologist shall evaluate the site and make recommendations to WSDOT regarding the continuance of the Work. COMPLIANCE WITH CLEARZONE GUIDELINES 14. The Permit Holder hereby agrees that the Work described in this permit is in compliance with WSDOT's Clear Zone Guidelines pursuant to Chapter 1600 of WSDOT's Design Manual (M 22-01) and any revisions thereto. For any Work performed on a managed access state highway within an incorporated city or town, the Permit Holder may use the applicable city or towns clear zone guidelines if the city or town has their own published clear zone guidelines. PERMIT EXTENSION AND ASSIGNMENT 15. The expiration date of this Permit may not be extended without WSDOT's prior written approval. 16. This Permit shall not be deemed or held to be an exclusive one and shall not prohibit WSDOT from granting permits or franchise rights; or entering into other agreements with other public or private companies or individuals, nor shall it prevent WSDOT from using any of its highways, streets, or public places, or affect its right to full supervision and control over all or any part of them, none of which is hereby surrendered. DOT Form 224-698 Page 3 of 6 Revised 09/2020 MAINTENANCE DEFIENCIES The Permit Holder shall correct any maintenance deficiency related to, or contributed to in any way by, the Work within thirty (30) consecutive calendar days upon receiving written notice of such deficiency from WSDOT, unless WSDOT authorizes in writing a different time period. Should the Permit Holder fail to correct a deficiency within the prescribed time period after receiving written notice of the deficiency from WSDOT, WSDOT reserves the right to perform the necessary maintenance work to preserve WSDOT right-of-way or upon state highway right-of-way under WSDOT jurisdiction or for the protection of the traveling public including bicycles or pedestrians. If WSDOT performs maintenance work as provided herein, the Permit Holder agrees to fully reimburse and make payment to WSDOT within thirty (30) calendar days of the date of WSDOT's detailed invoice pursuant to Section 26 — Invoice and Payments, herein. It WSDOT chooses not to make the repairs; WSDOT may initiate an action to revoke this Permit. 17 INTERFERENCE WITH OTHER PROJECTS 18. The Permit Holder agrees to schedule and perform the Work herein in such a manner as not to interfere with any WSDOT maintenance or other activities on WSDOT right-of-way or upon state highway right-of-way under WSDOT jurisdiction, including any WSDOT authorized construction activities that may be occurring in the general vicinity of the Work authorized by this Permit. INSURANCE 19. Insurance (Applicable on a case by case basis) The Permit Holder shall provide proof of insurance coverage prior to performing any Work within State-owned highway right of way, as follows: • Commercial General Liability covering the risks of bodily injury (including death), property damage, and personal injury, including coverage for contractual liability, with a limit of not less than $5 million per occurrence and in the aggregate; OR • Business Automobile Liability (owned, hired, or non -owned) covering the risks of bodily injury (including death) and property damage, including coverage for contractual liability, with a limit of not less than $1 million per accident; OR • Employers Liability covering the risks of Permit Holder's employees' bodily injury by accident or disease, with limits of not less than $1 million per accident for bodily injury by accident and $1 million per employee for bodily injury by disease. WSDOT and the State shall be expressly named as an additional insureds under these general liability and automobile liability policies, by endorsing these policies with form CG2010 1185 or CA2048 (as appropriate), which shall contain no additional limitations with respect to completed operations or ongoing operations coverages, nor shall there be any limitation with respect to the negligence of WSDOT and the State. These policies shall be primary and non-contributory with respect to WSDOT and the State, and shall contain a waiver of subrogation in favor of WSDOT and the State. The Permit Holder shall furnish WSDOT proof of these insurance requirements prior to performing any Work under the Permit. A forty-five (45) calendar day written notice shall be given to the Department prior to termination of or any material change to the policy(ies) as such relate(s) to this Permit. MODIFICATION OR REVOCATION OF THE PERMIT BY WSDOT 20a. Modification: If this Permit is modified in writing by WSDOT, the Permit Holder will have thirty (30) calendar days from the date of the written notice to modify the Work as required by WSDOT. If the modifications cannot be made within thirty (30) calendar days, the Permit Holder shall request from WSDOT, in writing, during the prescribed time period, an extension of time in which to make the modifications. Any extension of time shall be made in writing and is solely within WSDOT's discretion. Should the Permit Holder breach any of the conditions or requirements of the permit or if WSDOT determines that emergency maintenance of the Work is required to (1) protect any aspect of the state highway right-of-way or upon state highway right-of-way under WSDOT jurisdiction, or (2) secure the safety of the traveling public due to a failure of the Permit Holder's Work or its maintenance thereof, WSDOT may perform the emergency maintenance work without the Permit Holder's prior approval, and the Permit Holder agrees to reimburse WSDOT's actual direct and related indirect costs and expenses for performing the emergency maintenance work pursuant to the provisions of Section 26 - Invoice and Payments. WSDOT will notify the Permit Holder of the emergency work performed as soon as practicable. DOT Form 224-696 Page 4 of 6 Revised 09/2020 20b. Revocation: If the Permit is revoked and the Permit Holder fails to return the property back to its original condition, as solely determined by WSDOT, WSDOT shall perform such Work at the Permit Holder's sole cost and expense, and the Permit Holder shall reimburse WSDOT's actual direct and related indirect costs and expenses for performing the Work pursuant to the provisions of Section 27 - Invoice and Payments. 20c. Plan Corrections: WSDOT reserves the right to require changes or corrections due to plan omissions or details not in conformance with WSDOT's Standard Specifications, Standard Plans, Design Manual, or Project Special Provisions. MODIFICATION OF THE PERMIT BY THE PERMIT HOLDER 21. If the Permit Holder desires to modify this permit and/or the Work, it shall notify the WSDOT Representative listed in Exhibit A, Special Provisions, in writing of all proposed changes for WSDOT's prior written approval. WSDOT agrees to provide written acceptance or rejection of the proposed change(s) to the Permit Holder within Ten (10) business days. ADDITIONAL PERMIT CONDITIONS 22. The Permit Holder shall not excavate or place any obstacle within the limits of state highway right-of-way in such a manner as to interfere with WSDOT's construction, operation, and maintenance of the State Highway right-of-way or the public's travel thereon without WSDOT's prior written approval and/or as may be provided in this Permit. 23. Upon completion of all Work, the Permit Holder shall immediately remove all rubbish and debris from WSDOT right-of-way or upon state highway right-of-way under WSDOT jurisdiction, leaving WSDOT right -of- way in a neat, presentable, and safe condition, to WSDOT's sole satisfaction. Any Work -related rubbish and debris clean up, or any necessary slope treatment to restore and/or protect WSDOT right-of-way or upon state highway right-of-way under WSOOT jurisdiction, not done within seven (7) calendar days of Work completion, will be done by WSDOT at the expense of the Permit Holder, unless otherwise approved in writing by WSDOT prior to the expiration of the (7) day period. The Permit Holder agrees to reimburse WSDOT's actual direct and related indirect costs and expenses for performing the Work pursuant to the provisions of Section 26 - Invoice and Payments. 24. The Permit Holder agrees to maintain, at its sole expense, its Work under this Permit in a manner satisfactory to WSDOT, in WSDOT's sole discretion. 25. WSDOT shall in no way be held liable for any damage to the Permit Holder by reason of any such work by or authorized by WSDOT, its agents or representatives, or by the exercise of any rights by WSDOT upon roads, streets, public places, or structures in question. EXTENSION OF THE EXPIRATION DATE 26. If requested by the Permit Holder, the Expiration Date of this Permit may be extended by WSDOT after review of the contributing circumstances. INVOICE AND PAYMENTS If WSDOT deems it necessary to perform Work as provided for in this Permit by WSDOT forces or its' contractor, including but not limited to any modification, repair, clean up or removal of the Work authorized under this Permit: a. WSDOT will assign a reimbursable account to the Permit Holder as a means of invoicing the Permit Holder for the costs associated with the Work performed by WSDOT. b. WSDOT will provide a detailed invoice, including direct and related indirect costs, to the Permit Holder for the Work performed by WSDOT or its contractor(s), and the Permit Holder agrees to pay WSDOT within thirty (30) calendar days of receipt of an invoice. C. The Permit Holder agrees that if payment is not made to WSDOT as herein agreed, WSDOT may charge late fees, interest and/or refer the debt to a Collection Agency, all in accordance with Washington State Law. 27 Page 5 of 6 DOT Form 224-698 Revised 09/2020 OTHER PERMITS AND APPROVALS 28. The Permit Holder shall be responsible for securing all necessary permits, including but not limited to, federal, state, and local regulatory, tribal, environmental, archeological, and railroad permits and permits from the Washington State Department of Ecology, the Washington State Department of Fish and Wildlife, and/or the U.S. Army Corps of Engineers prior to beginning the Work authorized by this Permit. The Permit Holder shall be responsible for mitigation measures where wetlands have been disturbed and agrees that it is solely responsible for any fines imposed for noncompliance with the permit(s) conditions or for failure to obtain the required permits. In addition, the Permit Holder, on behalf of itself and its contractors, officers, officials, employees, and agents, agrees to indemnify, hold harmless, and defend, at its sole cost and expense, WSDDT and its officers, officials, employees, and agents from any and all fines, costs, claims, judgments, and/or awards of damages to regulatory agencies, persons, and/or property, arising out of, or in any way resulting from, the Permit Holder's failure to (1) obtain any required permit for the Permit Holder Work or (2) comply with permit conditions. INDEMNIFICATION, WAIVER, VENUE, AND ATTORNEYS FEES 29. The Permit Holder, its successors and assigns, shall indemnify, defend at its sole cost and expense, and hold harmless the State of Washington, its officers, employees, and agents from all claims, suits, demands, actions for damages (both to persons and/or property), expenses, regulatory fines, and/or suits in law and in equity that (1) arise out of or are incident to, or alleged to arise out of or are incident to, any acts or omissions of the Permit Holder, its agents, contractors, subcontractors, employees, invitees, successors, assigns and/or any other person in the use of the WSDDT-owned highway right-of-way or upon state highway right-of-way under WSDDT jurisdiction as authorized by the terms and conditions of this Permit, or (2) are caused by the breach of any of the terms or conditions of this Permit by the Permit Holder, its successors and assigns, and its contractors, subcontractors, agents, employees, invitees and/or any other person. The Permit Holder, its successors and assigns, shall not be required to indemnify, defend, or hold harmless the State of Washington, its' officers, employees and/or agents, if the claim, suit, or action for damages (both to persons and/or property) is caused by the sole acts or omissions of the State of Washington, its' officers, employees and/or agents; provided that, if such claims, suits, or actions result from the concurrent negligence of (1) the State of Washington, its officers, employees and/or agents, and (2) the Permit Holder, its agents, contractors, subcontractors, employees, invitees, successors, assigns and/or any other person or involves those actions covered by RCW 4.24.115, the indemnity provisions provided herein shall be valid and enforceable only to the extent of the acts or omissions of the Permit Holder, its agents, contractors, subcontractors, employees, invitees, successors, assigns and/or any other person. 30. The Permit Holder agrees that its obligations under this Permit extend to any claim, demand, and/or cause of action brought by, or on behalf of, any of its' employees or agents while performing Work under this Permit while located on or off WSDDT-owned highway right of way or upon state highway right of way under WSDOT jurisdiction. For this purpose, the Permit Holder, by mututal negotiation, hereby waives, with respect to the State of Washington only, any immunity that would otherwise be available to it against such claims under the Industrial Insurance provisions in chapter 51.12 RCW. 31. The indemnification and waiver provided for in Sections 29 and 30 shall survive the termination of this Permit. 32. In the event that the Permit Holder or WSDDT deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Permit, the Permit Holder and WSDDT agree that any such action or proceedings shall be brought in the superior court situated in Thurston County, Washington. Further, the Permit Holder agrees that it shall be solely responsible for its own attorney's fees and costs and agrees that it shall not seek nor be entitled to recovery of such attorney's fees and costs. NONAPPLICABILITY OF RELOCATION ASSISTANCE/EMINENT DOMAIN 33. The Permit Holder acknowledges that this Permit does not at any time entitle the Permit Holder, its successors or assigns, to assistance under the Relocation Assistance - Real Property Acquisition Policy (Chapter 8.26 RCW). Further, the revocation or other termination of this Permit shall not be deemed a taking by WSDDT under the laws of eminent domain. DOT Form 224-698 Page 6 of 6 Revised 09/2020 Adw Washington Skate Depadment of Transportation Special Provisions These Special Provisions, in no way, relieve the responsibility of the Permit Holder or their authorized agents, contractor's, subcontractor's and employees (hereinafter called the Permit Holder) to meet the requirements of, but not limited to, WSDOT Standard Specifications and Standard Plans. Applicable provisions are denoted by (0 } 1. WSDOT REPRESENTATIVE (Applicable to Aft Projects) No Work under this Permit shall be performed until the PERMIT HOLDER is authorized in writing by letter or by email to begin Work, by the following WSDOT Representative: NAME- Richard J TITLE: WSDOT Construction Re Dresentative ADDRESS: WSDOT Northwest Region 15700 Dayton Avenue North PO Box 330310 CITY: Shoreline STATE: WA ZIP CODE: 98133 PHONE: 206-200-8350 CELL: 206-200-8350 EMAIL: Johnsor wsdot.wa. ov 0 2. PRE -CONSTRUCTION CONFERENCE. (Applicable to ALL Projects) Prior to the beginning of construction, a Pre -Construction Conference shall be held at which WSDOT Representative, the Permit Holder Representative(s), and Permit Holder's contractor shall be present. 3. INSPECTION. (Applicable to ALL Projects) Upon completion of work, the Permit Holder shall request a Preliminary Final Inspection for Conditional Acceptance and Conditional Approval by WSDOT. 0 4. UNSUITAI3LE MATERIALS. (Applicable to ALL Projects) If determined necessary by WSDOT, unsuitable, hazardous, or contaminated materials encountered during any excavation shall be removed and replaced to the satisfaction of WSDOT at the Permit Holder's expense- The replacement material shall be free -draining and granular, or other materials as determined by WSDOT's Construction Representative in accordance with the Standard Specifications. 5. LANDSCAPING ON STATE RIGHT-OF-WAY (Applicable to Counties and Limited Access in All Cities) PLANTINGS - If the Permit Holder desires to plant and/or cultivate any shrubs, trees, hedges, or other domestic or native ornamental growth on WSDOT owned highway right-of-way that is more extensive than regular WSDOT vegetation, the Permit Holder shall obtain a Roadside Vegetation Permit (DOT Form 220-018) from WSDOT for the maintenance of the plantings. • IRRIGATION SYSTEMS. If the Permit Holder desires to install an irrigation system, the Permit Holder may be required to obtain additional approval. The Permit Holder shall be responsible for water and electrical costs- 6.TRAFFIC CONTROL PLAN (Applicable to all City Projects within Limited'Access Areas andlor City Projects within Managed Access Areas involving WSDOT maintained Traffic Signals, Freeway Ramps, or Ferry Traffic. Applicable to all other City Projects when WSDOT assistance is requested by the City. Applicable to all County Projects) Prior to construction and/or maintenance of this facility, the Permit Holder shall submit Traffic Control Plans to WSDOT for Review and Approval at least ten (10) days in advance of the time that signing and other traffic control devices will be required. These TCP's shall be in compliance with The Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways — Part 6 (Temporary Traffic Control) https://mutcd.fhwa.dot.gov/pdfs/2009rlr2/part6,pdf and Washington modifications thereto. All TCP's shall be site specific, unless allowed otherwise by WSDOT. The primary function of work zone traffic control is to allow vehicles, cyclists, and pedestrians to move safely and easily through or around work areas while still allowing for safe and efficient work operations to be conducted. Effective temporary traffic control enhances traffic safety and efficiency. Drivers and pedestrians need to be guided in a clear and positive manner while approaching and navigating temporary traffic control zones. DOT Form 224-698A Exhibit "A" General Permit No. NWK-2142-KNT Revised 02/2020 Page 1 of 4 • MODIFICATION, REVOCATION, OR SUSPENSION OF APPROVED TRAFFIC CONTROL PLANS WSDOT reserves the right to modify or revoke any Traffic Control Plan at any time due to unexpected emergencies or safety and operational problems for the traveling public. All costs and time delays associated with modification or revocation shall be borne by the Permit Holder. WSDOT shall in no way be held liable for any delays, costs, or other damages to the Permit Holder by reason of any such WSDOT action. • PERMITTED HOURS FOR LANE CLOSURES / WSDOT NOTIFICATION The working hours within WSDOT owned highway right-of-way or highway right-of-way under WSDOT jurisdiction for this project are restricted per the Approved Traffic Control Plan(s). Any extension of these hours must be requested in writing and approved prior to construction. Weekend or Holiday (including Canadian Holidays -Skagit & Whatcom Counties) work is not permitted without written permission from WSDOT. Five (5) working days notification shall be given to WSDOT's Representative prior to any lane closure. • HAZARD PROTECTION All hazards to vehicular, pedestrian, and bicycle traffic shall be marked by warning signs, barricades, and lights. • STORAGE OF EQUIPMENT AND MATERIALS All lanes shall be open and the shoulders shall be clear of construction equipment and materials during non -working hours. The Work Zone Clear Zone (WZCZ) applies during working and non -working hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to pre-existing conditions or permanent work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other Contract or Permit requirements. During nonworking hours, equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if WSDOT approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's non -essential vehicles and employee's private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing, and WSDOT has provided written approval. 7. WORKER VISIBILITY (Applicable to Counties and Limited Access in All Cities) FLAGGER APPAREL Traffic Control Supervisors, Flaggers, Spotters, and others performing Traffic Control Labor of any kind shall comply with the following: (1) During daylight hours with clear visibility, workers shall wear a high -visibility ANSI/ ISEA 107-2010 Class 2 or 3 vest or jacket, and hardhat meeting the high -visibility headwear requirements of WAC 296-155-305; and (2) During hours of darkness ('/2 hour before sunset to % hour after sunrise) or other low visibility conditions (snow, rain, fog, etc.), workers shall wear a high -visibility ANSI/ISEA 107-2010 Class 2 or 3 vest orjacket, high -visibility lower garment meeting ANSI/ISEA 107-2010 Class E, and hardhat meeting the high -visibility headwear requirements of WAC 296-155-305. APPAREL - OTHER CONTRACTOR PERSONNEL The Permit Holder and/or the Contractor shall require all other personnel in WSDOT owned highway right-of-way or highway right-of-way under WSDOT jurisdiction under their control (including Service Providers, Subcontractors, and lower tier Subcontractors) that are on foot in the work zone and are exposed to vehicle traffic or construction equipment to wear the high -visibility apparel meeting Performance Class 2 or 3 requirements of the ANSI/ISEA 107-2010 publication titled "American National Standard for High Visibility Safety Apparel and Headwear." 8. DIRECTIONAL BORING OPERATIONS (Applicable to Counties and Limited Access in All Cities) • To prevent loss of ground and settlement, or possible damage to overlying structures, pipe installation operations shall be conducted in such a manner that restricts the excavation of materials to only those materials that are physically displaced by the casing. The Permit Holder shall control the advance rate, monitor the volume of material excavated and adjust the advance rate, as required, to avoid loss of ground, over excavation, and surface heave. • During the bore, the Permit Holder shall monitor and calculate the volume of the spoils quantities removed, taking in consideration the swelling factor for the material. This will be measured against the calculated volume of the casing to ensure over -excavation has not occurred. • If caving or sloughing occurs the Permit Holder shall modify the construction method to prevent further sloughing or caving. The soil shall be stabilized and the void outside the pipe in the area of the caving shall be filled with grout or other approved material. DOT Form 224-698A Revised 02/2020 Exhibit "A" General Permit No. NWK-2142-KNT Page 2 of 4 • The pipes shall be installed without damage to traveled lanes and shoulders, or other facilities above the pipe. Damage to existing facilities as a result of the Permit Holder's operations shall be repaired to the satisfaction of WSDOT at the Permit Holder's expense. The repair procedure shall be proposed by the Permit Holder and approved by WSDOT. • Removal of material from the pipe by washing or sluicing will not be permitted. • All concrete, steel, lumber, and other manmade materials shall be removed from the insertion and receiving pits. The pit backfill shall restore contours to the pre-existing condition. 9. CRANE BOOM WITHIN WSDOT RIGHT-OF-WAY. (Applicable to Counties and Limited Access in All Cities) This Permit provides the Permit Holder temporary use of WSDOT's airspace right of way; no permission is granted for use of WSDOT's right of way at the ground level. Unloaded crane swings, including "weather vaning" will be permitted as shown in the Exhibits. Crane load swings within thirty (30) feet of the paved edge of WSDOT highway right-of-way or ramps are prohibited and will be cause for immediate revocation of Permit. No use other than operating or "weather vaning" one (1) construction tower -crane booms within WSDOT's airspace right of way is permitted without the prior written approval from WSDOT. Signs, display lights, or advertising medialmaterials are not permitted unless they comply with Chapter 47.42 RCW and Chapter 468-66 WAC and are completely detailed on a separate plan sheet which requires specific prior written authorization by WSDOT. Advertising signs or banners shall not be allowed on any portion or parts of the cranes operating within WSDOT right-of-way. 10. CRANE OPERATIONS WITHIN WSDOT RIGHT OF WAY. (Applicable to Counties and Limited Access in All Cities) The Permit Holder shall: • Comply with all applicable federal, state and local laws, ordinances, and regulations, including environmental requirements that are in force or which may hereafter be in force. The Permit Holder shall also secure all necessary permits and licenses for the use of WSDOT's right of way authorized by this Permit. • Provide WSDOT with a crane safety and operations plan for approval and receive safety and operations plan approval from WSDOT prior to operating any crane within WSDOT's right-of-way. The plan shall: 1) List how the Permit Holder will comply with applicable state and federal laws. 2) Ensure that crane operators will not swing loads within thirty (30) feet of the paved edge of WSDOT highway or ramps. 3) Designate the individual responsible to oversee and perform Permit Holder's crane operations and safety measures. 4) Provide names and telephone contact numbers affording 24-hour, 7-day-a-week contact. 5) Show any suitable crane "limit" switches installed and provide specific details describing how the Permit Holder will ensure compliance with the safety and operations plan. The plan shall be submitted to WSDOT's Representative for written approval prior to the start of any Crane Operations. The plan shall: • Designate a signal person and a safety officer to oversee crane operations. The officer, signal person or any construction person on -site shall have authority to stop the operation of the crane if a load appears that it will swing any closer than thirty (30) feet from the paved edge of WSDOT highway or ramps. • Require a daily pre -lift meeting by the crane operator, signal person, and designated safety officer to discuss their operating plan prior to commencing daily crane operations. • Ensure that the signal person shall remain in continuous sight of, or in direct communication with, the crane operator in accordance with WAC 296-155-5245. • Provide a crane operations safety training program for all employees who will access the Permit Holder's construction site. • Secure access to the project site to prevent unauthorized entry during non -operating hours and take steps to prevent unauthorized crane operation during non -operating hours, such as locking/disabling the crane operator's controls and disconnecting electrical power to the crane. • Post emergency or after -hour contact telephone numbers on a WSDOT approved sign attached to State Highway right-of- way fence and a sign at the entrance to Permit Holder's construction site. • Provide evidence of crane inspection certified by state/federal regulators as applicable. • Ensure a minimum vertical crane boom clearance of eighty (80) feet as measured from the highest point of the roadway finished grade to the lowest point on the boom arm. DOT Form 224-698A Exhibit "A" General Permit No. NWK-2142-KNT Revised 02/2020 Page 3 of 4 ❑ 11. REMOVAL OF MONITORING WELLS. (Applicable to Counties and Limited Access in All Cities) In accordance with the timeline stated in WAC 173-160-151 the Permit Holder shall notify WSDOT Representative in writing at least five (5) days prior to the removal of any Wells to allow WSDOT staff to monitor and review said removal. The Permit Holder shall remove the Wells at its expense in accordance with WAC 173-160 and any amendments thereto. Further, upon termination of this Permit under any provision hereof, the improvements constructed by the Permit Holder on the premises shall be removed by the Permit Holder at Permit Holder's expense in accordance to WAC 173-160 and the Permit Holder shall restore the premises to the original condition prior to Permit Holder's operations. ❑ 12. ADVERTISING SIGNS. (Applicable to Counties and Limited Access in All Cities) Any advertising adjacent to state highways must be in compliance with the Scenic Vistas Act of 1971, Chapter 47.42 RCW and Chapter 468-66 WAC. Violation of this section of the statutes will be sufficient cause for cancellation of this Permit. Advertising signs are allowed off State Highway right-of-way, subject to Local Codes and Regulations. 13. AS -BUILT CONSTRUCTION PLANS (Applicable on a case by case basis) The Permit Holder shall provide WSDOT representative(s), listed in Special Provision (1), with detailed as -built drawings within ninety (90) calendar days of Work completion, if the originally approved Permit construction plans have been revised during the course of construction or if WSDOT requires modifications. 0 14. FINAL INSPECTION (Applicable on a case by case basis) Upon completion of the Work, as proposed in Exhibit X - Plans, the Permit Holder shall notify WSDOT's representative, listed in Special Provision (1), in writing within ten (10) calendar days to obtain WSDOT's final inspection of the Work. Should WSDOT require any changes to the Work, Permit Holder agrees to make such modification as WSDOT deems necessary, in its sole discretion. Permit Holder shall make all such modifications at its sole cost and expense DOT Form 224-698A Exhibit "A" General Permit No. NWK-2142-KNT Revised 02/2020 Page 4 of 4 Exhibit "B.. General Permit No. NWK-2142-KNT SR 516 (MP 9.38) 132n Avenue SE Crosswalk X itw Y sea u"nrpucncy •tawr � S ..• •tr / tD C sch 41 122 N. R. 5E. W.M. Sheet 1 of 1 JZ 0988 6 10 MLr[i rAo. h .rw wr er N .Ob WPOnlO1 •QI i e P1NE TREE FARMS ice` Q MER1DJAN MEADOWS � NO)r: Fx Glol Arcd O•f•I/i 1. sos! Ne I \� LEGEND e eo P _ Viclnily END OF PLAN STA./07+06.07P.T ` M.P. 9.41 IAG7ll5• R�'NL. E.rt�r3..3.r �R� a''o6i+U.icr >I 3'do `\\ 50" �(d O f MP TO MP 9A1 SR 51D SR 515 TO 131ND Av',YF. £E o m�MY e RIGHT OF WAY FLAN Srp, B2.20 TO STA. 107"0GAT 1� 0 KENT WASHINGTON CITY OF KENT DANA RALPH - MAYOR MIEN EEIS OF CITY COUNCIL MARLI LAFAER SATWNDER KAUR LES THOMAS TOM TROUTNEii BBOYCE BREBILLFDA FINCIER ZANDRIA NIICHAUD CHAD BEREN - DIRECTOR OF PUBLIC WORKS KM KOMOTO - CRY CLERIC KELLY PETER" - DEPUTY DIRECTOR - ENGIEERNG PAT FTTZPATRICK - CRY ATTORNEY PUBLIC WORKS PROJECT LCa mftbeW& 1 Defm pu ft ADA ACCESS IMPROVEMENTS KENT KANGLEY ROAD AND 132ND AVE SE PROJECT NUMBER 20-3027 SHEET INDEX 1. TITLE SHEET AND VICINITY MAP 2. GENERAL NOTES, LEGEND AND BID ITEMS 3. DEMOLITION AND SITE PREPARATION 1. CHANNELIZATION AND SIGNALIZATION S. CURB RAMP DETAIL AND NOTES r 1 Ity ' OF -`RENT { VICINITY MAP NOT TO SOALE GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WM ME 2021 WITCH OF TIE WSDOT STANDARD SPE-CATDN5 AND THE KENT SPECIAL PROVISIONS FOR THIS PROJECT. ALL EXISTING UTIUTIES SHALL REMAIN IN SERVICE UNLESS OTiE "SP NOTED. ALL LOCATIONS OF 2 EXISTING UTUYES SOVRM HEREON HAVE EBIN ESTABUSHW BY FIELD SURVEY ON OBTNNED fRON A— RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROMMATE ONLY ANTI NOT NECESSARILY COMPLETE IT IS ME SOLE RESPONSIBUTY OF ME CONTRACTOR TO INDEPENDENTLY VERIFY ME ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AYGO ANY OTHER U1111— NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPIENENTATOJ OF THIS PLAN. ME CONTRACTOR SNAIL CONTACT ME UNDERCRGUND UTILITIES LOCATOI SRNO (Bit OR 1-800-424-EMS) AT NO DAIS PRIOR TO CONSTRUCTION. ME OWNER OR HIS REPRESENTATIVE AND ME FNdNEEt _U SE CONTACTED IMMEDIATELY IF A CWFLCT EXISTS. S AND ARESOF WORK ND USTED IN REWED M COMPI£TE MEEWORK BUD PMO T IS �WN�EHAL BEARE WCONSIDERED IINCIN ON ME IDDENNTAACT LRTO M E LISTED BID ITEMS WHERTR SHOWN AS INCDENTAL OR NOT 4 CAUTION - NEO SMON ON ZA - OVERHEAD AND UNOERGRWNUS UECTIIIC IELEE FOR OLIEMES ARECIENERAL" G ME EXTENT OF ANY HAIRED MEAIW BY OVERHEAD OR UNDERGROUND ELECTRIC& POWER IN ALL AREAS AND GHK FOLLOW PROCEDURES DURING CONSTRUCTON AS REWIRED BY LAW ANTI REWLATON, PRIOR TO T OF I_ARDSAND REMEDIAL MEASURES AND SIALLE TAKE YMATTEYER PREUTY P DINSDETERMMAY BE INE ME REED W. COVERNEDTBY MECPRONSCRSKING ANDOF CHAP ER19RESPONSIBILITYSR COD UNDERGROUND WAS INGGTTION. OR UTILITIES IS G ALL UTUTY CASTINGS LOCATED WITHIN ME PAMNG UMIR SHALL BE AAPIBTED TO GRADE AFTER ASPHALT WORK IS COMPLETE EXCEPTIONS MAY REWIREM CERTAIN ADJUSENTS TO BE MADE PRIOR TO PLACEMENT OF ME WEARING COURSE ALL WATER YALYE BOLES AND LIDS WITHIN ME PAMNG LIMITS SHALL BE REPLACED. TRAFFIC LOOPS SNAIL BE CUT INTO RNST UFT(5) PRIOR TO PUCAMENT O WEARING COURSE LOOPS 91ALL NOT BE PLACEDIN LOCATONS THAT WLL INTERFERE WITH FUTURE UTILITY CASINO ADJUSTMENTS OR CAUSE DNAO TO LOOPS DURING SUCH OD—T ENTS UTUTY CAST— LOCATED BEHIND ME CURB OR IN ME SIDEWALK SHALL BE ADJUSTED TO HNISHEa GRADE PRIOR M QRB. GUTTER AND SIDEWALK INSTALLATION. T. STATIONS OR DISTANCES NOTED FOR STORM SEXIER CATCH BASINS AND SANITARY SOUR VANNO£S AR SHOWN ORE CENTER OF STRUCMRE UNLESSS OTHERWISE NOTED, PIPE LENGTHS ND ROPES ARE CALCULATE ME INSIDE EDGE O ME SMUGTURES S. AlTRETHEES SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED CONTRACTOR SHALL PROTECT REMAINING NY REDS DAMAGE DU RING FROM DAN— NCCi501RUCTONNSHALL BE REPLACED BY MEGCONNTRACTOR TO ROOT SYSTEM. CONMACTORS DPENSE. S ME COSTS FOR OMERAL RESTORATON ANTI W EIRED G PENCE WITH ME OR ROE SPECIRCAICNS FTHIS PCT SHALL BE CONSWREDDE INCNTAL TO AND INCLUDED IN ME N LANOSCE RESTORATION BID ITEM, 11 ME COMINACTOR SH COMPLY WIM ALL PUBLIC CONVFTNIENCE AND SAFETY AS DESCRIBED IN SECTION 1-aT 23 11 PRIOR TON MACTIR SMALL ATTEND A PRE-CWSTRUCTON CONFERENCE WIM CITY OF MT INSWTOM PERSONNEL 12 ALL EXISTING PRIVATE SIGNS WTHIN ME PGJEGT LMITS REWIRING RELOCATION SHALL BE RELOCATED AS DIRECTED BY ME ENGINEER, 11 UNLESS DTHERWSE NOTED. 'NIMOW' SHALL MEAN REMOVAL AND PROPER DIB'OSPL OF -SR BY ME CONTRACTION AT WNIRACTOR'S EXPENSE 14 UNILEBS STATED GTHERMSE ME CONMPCNOR 15 SOELY RESPONSIBLE FOR ME MEANS. MEMWS AND SEQUENCE O CONSTRUCTION AND FOR ME SAFETY OF ME WORKERS 1B ANY SAW CUTS INTO EXISTING ASPHALT SMALL BE ALONG NEAT, CONTINUOUS, PLARED, SAWED OR WHETS CUT ONES, 1B, CONTRACTOR SHALL RESTORE ALL LANDSCAPED AREAS DIN-STE AND ADJACENT TO ME SITE THAT MERE DISTURBED BY CONSTRUCTION TO CRIONAL CJNDITON UNLESS OTHERWSE DIRECTED BY ME ENGINEER. 17. BEFORE NY ROAD OR LANE CLOSURE, ME CONTRACTOR SHAL COORMNATE WR ME CTY'S 5IGNAL ENGINEER TO MAKE ME NECESSARY KWIRCATCN TO ME SIGNAL 18 IT IS ILLEGAL UNDER WASHINGTON STATE ACAINISTRATW CODE 0]2 M WILLFULLY DESTROY SURNEY MARKERS. STAKES. MARKS. AND OTHER REFERENCE POINTS SET BY GTY FORCES, AND EXISTING CITY.S—E OR FEDERAL NONUMENiATW. S1P11 BE CARENLLY PgESERYED BY ME CCNRACTIXL ME CONRACm SHALL NOTIFY THE FHdHfER IMMEGIATE_Y IF IT BECOMES APPARENT MAT A SURVEY MARKER LL BE DISTURBED DUE TO C.MB RUCTION ME CONTRACTOR WLL ALLOW AMFLE TIME FOR CITY RVEY OPANMENT PERSONNEL M ACQUIRE ADEQUATE INFORMATION SO MAT ME MONUMENT MAY BE REPLACED IN ITS ORIGINAL POSTON AFTER CWSTRUCYDM B 1 E CONTRACTOR 9 KEEP STREETS DEAN AT ALL TIMES BY MEET SWEEPING WHEN NECESSARY. OR WHEN DIRECTED BY ME CONSTRUCTION RHO— 2a, THESE ISSUED -MR -CONSTRUCTION PLAINS. ME APPROWc TRAFFIC CONTROL PUNS, THE STANDARD SPECIFIC TONS AND KENT SPECAL PROVISIONS SHALL BE ON ME JOB STE WHENEVER CONSTRUCTION STE PROGRESS 21. ME CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING URJTES. STRUCTURES. FOUNDATIONS AND SR RCFEY CNRACMNR MIEYPENSDURING GONSTRUMOITTON. AN T. DNAGE DURING GMSRUCTW WLL BE RXED GENERAL NOTES(CONT.): SO. EXISTING TWO SHOWN FOR INFORMATION PURPOSES ONLY. CONTRACTOR TO REND 4ERRY. 23 DURING NON WORKING HOURS ALL LANES ON DAMES STREET SHALL REAAIN OPEN. 24 THE CONTRACTOR SHALL MAINTAIN A SAFE MINIMUM FOUR FOOT WIDE ADA ACCESSIBLE PEDEMN FACIUTY ON AT LEAST ONE SOE OF JAMES STREET AT ALL TIMES JESC �1QTES: 1 LMENTATIW OF ME TESL MEASURES. INCLUDING CONSTRUCTION, MANTEHAHM REPTAIDEAENT. AND PGRADING OFME TESL FADUIIES. IS ME RESPONNINUTY OF ME CGNRACTOR UNTIL A CONSTRUCTION IS COMPLETED AND ACCEPTED BY ME OTY. 2- ALL GEARING LIMITS SHALL BE CLEARLY MARKED AND/OR FLAGGED ON ME SITE TO ENSURE THAT NO GSTIRBNCE OCGIRS BEYOND ME PROJECT UNITS OR IN BENSTVE AREAS MARKED CLEARING LIMITS SMALL BE MAINTAINED BY ME CONTRACTOR THROUGHOUT ME ENTRE COURSE OF CONSTRUCTION 3. ME TESL FACUTIES SHOWN ON THIS PLAN SET MUST BE CONSTRUCTED IN CONJUNCTION WITH OR PRIOR TO ALL GEARING ND GRADING AMNI TES, AND IN SUCH A MANNER AS TO ENSURE THAT SEGMENT LADEN WATER DOES NOT ENTER ME DRAINAGE SYSTEM/GREEN ROER, OR NOUTE STATE .-TY N N ANNE PMEECE FA -TIES MUST BE FUND— BEFORE OTHER CORD DISTURBING 4 ME TOGO IES SHOWN ON THIS PLAN � DURING WM G ME CSUCTONTHESEPERIOD. ESE TESLT ARE ME MINIMUM FAADUEDTS FOR A TIE9ST1N1 BE STE CCNCIIONSUPGRADED (E G ADDITOUN SUMPS, RELOCATION O DITCHES NSILT FENCES, ETG) AS NEEDED FOR UNEKPWTED RAINFALL EYENTS AS DIRECTED BY ME ENGINEER. 5, ME TESL FAGUTES SHALL BE INBPECTW BY ME CORMACTUR DNLT, N AS DIRECTED BY ME EN KM TESL FAGIUTIES SMALL BE MAINTAINED AS NECESSARY TO ENSURE THEY CONTNUE TO ND FUNCTION! UPERAR AS INTENDER WHEN TEMPORARY CONTROL DEUCES ARE NO LONGER NEEDED, ME CONTRACTOR SHALL REMOVE THEM AND IMMEDIATELY WORK TO STAB— ME AREAS THEY OCCUPIED AS ME EN WEER DIRECTS 6 ANY EXPOSE] ANEAS THAT HAVE BEEN STRIPPED OfVEGETATION. INCLUDING ROADWAY EMBANKMENTS, SHALL BE STPBIU= WITH APPROVED TESL MEMWS (EG SEWING MULCHING, NETTINGa➢RIL 30) ND WMIINEIROSUGH N7 DAYS DURINGMME DRY SEASON IN 2 DAYS (MOVE NTH SEASON SEPTEMBER 3a THRASH DIRECTED BY THE ENGNEER. ) OR AS T. ALL TEMPORARY EROSON AND SEDIMENT CONTROL BMPS SHALL BE GENJfD WHEN SEDIMENT REACHES 1/3 ME CAPACITY OF ME BMP. ALL SEDIMENTS REMOVED DURING ME OEANING OPERATION WLL BE PREVNTED FROM ENTERING INTO ME CITY STORMWAMR SY51EM OR ANY SURFACE WATER SYSEMS/GREEN RIVER (WETLANDS. MEANS, CREEKS. ETC). 6 SWEEPING MAY BE REWIRED TO ENSURE MAY TRACK -CUT DOES NOT COWR OFF O THE SITE AND ALL PAYED NETS ARE KEPT CLEAN FOR ME DURATION O ME PROJECT. S WHERE MAW MULCH FOR TEMPORARY EROSION CONTROL IS REWIRED, IT SHALL BE APPLIED AT A MINIMUN THICKNESS OF 3 INCHES 10 SHOULTHE CIXiMACTOR FAIL M INSTALL THE REWIRED IE. MEASURES OR TO PERFORM MANYTENANCE IN A TIMELY MNNER. OR FNL TO TAKE IMMEDIATE ACTON TO INSTALL ADDITIONAL APPROVED PNCTFDTYE MEASURES, ALL ENDS, COST O CLEANUP, COSTS FOR DELAYS AND DOW -TME SMALL BE BORNE BY ME CONTRACTOR 11. THESE TESL REGUIREMENR STALL APPLY TO ALL AREAS OF ME STE SUBJECT TO OCNIMUCYON ACIIWTY. INCLUDING CONTRACTOR CWSTRUCTON SUPPORT FACALTIES, CONTRACTOR SYNCING AREAS, CONRACTOK PERSONNEL PARKING AREAS. EQUIPMENT AND MATERIAL STORACE/LAYGOWN AREAS AND OTHER AREAS UTUZED BY THE CONTRACTOR FOR COMPLETION OF ME PARK 12. ME CONTRACTOR SEINE MEET — REQUIREMENTS OF ME OEPNMENT O EDOLOGY MPDES CWSMUCTON STDRMWATER GENERAL PERMIT. 13. AT NO TIME WILL CONSTRUCTION RUNOFF BE NLDWED TO ENTER PRIVATE STORMWATER PONDS AND BIGSWAI ADJACENT TO ME CONSTRUCTION ZONE I& TURBID STORM WATER MAY CANNOT BE COMTNNED ONSITE THROUGH STANDARD CONSTRUCTION W0.i1�E wiSEROMTPEATIMENTSDIINBON DISCHARGE UL REQUIREMENTS COMPLY WITH ME KING COUNTY NEW' 1TpyluRFS 0 APPEAR BOLO STORM SEVER M ' ❑ STORM SEVER CATCH BAN O SANITARY SEXIER MAN— Cj B1Ru0 * EVERGREEN TREE W WATER VALVE m GAS VALVE F' Y — SCHV UTILITY MILE N GUY C POWER VAULT/CANET H L C)n TELEPHONE FEOSTAL TELEPHONE MANHOE so JUNCTION BOX TYPE 1.11 STREET UGHTAUMINNRE C� 1�19it7 E:irl�Ltal;�:11.�11a;.L•7 NOTE: PROPERTY LINE CONSIRUCTON BASEJNE R/W UNS BUILDINGOR STRUCTURE EDGE O EXIST. PANEMEI STORM MAN LINE GAS UNE FENCE. CHAIN UAK FENCE, WAW BOARD PENCE, FILTER FABRIC (HIGH-VIS) Exhibit "C" Sheet 2 of 6 General Permit No. NWK-2142-KNT JZ 0988 SR 516 (MP 9.38) 132n Avenue SE Crosswalk _ G. .1-4— _l`�` "°' —I +.I 81L-- I """ ` I -V-_QjII.PWic WDrks OlEp c.Il GENERAL NOTES, LEGEND AND BID ITEMS I KENT KANGLEY ROAD AND 132ND AVE SE 1 2 " S I 'v+ KBNT Engineering E»gr GIC SREWAUI I76 KENT KANGLEY ROAD Exhibit "C" General Permit No. NWK-2142-KNT SR 516 (NIP 9.38) 132n Avenue SE Crosswalk U Q �"f CEMENT CONCRETE 9HD WER ORE54NC lC$EC]! 0 CURB AND GUTTER OR EANIIS% AETi A (NiRRCALlRpTCR1 "mm EmK G"'x 2! M A' CEMENT CONCRETE SAWCUT Ex. SIDEWALK / RAMP PAVEMENT FACET Lr csva4 D SuRP TG TDP aw. m.c K4.ru HMA DEPTI TO MATCH COURSE (GSTCI EPET As"I.T MPNM 6' MIN ORBOR0.OW •...� AS OIRECIEII BY TIE ESCLVA@{ F—DASDIR ION AVA'ROI DIRECTED pIRECTED r N D`F THE ENGINEER CONSTRUCTION 0 o SIDEWALK/RAMP NOT TO sole i xN.iSiAilxs.Imm ` , o SURDEIECTPMIE •ARNQiL 6i I. A G PLA ®6T STO � Ff6tU�m MAIL MAx YAT�r ^BARE . r PIMI illxmtrW see•,,. mAFTr ♦ OP.— 0.. CU STREET PATEMENT RAMP ENTRANCE fi MIN ORAN BREAK `ems. i P pn is UP ��� O.TNC• GUTTER PAN UP oLLooD GUTTER PAN AT CURB RAMP ENTRANCE NOT TO SCA� TRENCH FOR SIDEW—/,-- r-KH EXISTING SIDEWALK (A -MIN) OR In h `41 Ya eOR ( PLANTER DPER PLANS EPTI 9$ // A`IN 4 U14%� I 5 Sheet 4 of 5 JZ 0986 ' SAND FOR CONDUIT REDOING ZCO.D.T RESTORATION TRENCH/CQNVUIT .p.:.. sc.aE RE ER TO SHEET 2 OF 5 FOR CONSTRUCTON 91D ITEMS ANY' AOL'ITIUNAL 91C 'IEMG S... NF.RE 1Nln A CIRCLED LABEL ARE AS S Daows: _ - ".isTw: we.HJIIW: wMF'+C Fmryt_ ti;Ro4 n .r�.aA�LER s7ESXr.i im AAC iiraa� '�.mO/ ADA ACCESS IMPROVEMENTS - CHANNELIZATION. SIGNALIZATION KENT KANGLEY ROAD AND 132ND AVE SE or s Exhibit 'C" General Permit No. NWK-2142-KNT SR 516 (NIP 9.38) 132n Avenue SE Crosswalk DETAII Sheet 5 of 5 JZ 0988 NOTE: REM TO SHEET 2 OF 5 FOR CONSTRUCTION BID (PENS. ANY ADDITONAL BID ITEMS SHOWN HERE WITH A CIRCLED LA BEL ARI AS CEMENTCONCRETE 51DEWAUI RAMP SINGLE DIRECTION ® STAMPED CEMENT CONCRETE TYPE I PAVEMENT CURB RAMP NOTES' 1. ALL WRB RAMPS MUST ADHERE TO THE ADA WIDEJNES AS WANED IN THE EMSED DRAFT CLI—NES FOR ACCESSIBLE PUBUC RIGHT-OF-WAY (US ACCESS BOARD. 2005). 2 NIE)E A SE1JL li SHOWN, NNE piTWE WWM Of TIE IRIIIDC BREAK BETWf-0N THE TWO V A WSDOI 4T0 RAY F-SoI_ ALL dRAnE BREAPU15T BEPEAPPIOWI.AR TO T1EpEAN PED-MAN TRAVEL PATH. JRFACE AS ]. CAM RAMP SNOMN III TNEACURBI RAMP DETNLT —DES wA WIN' AND WTTET. PEgESTSIANRNWN BS TRANSIT. SDEWALL AND UTIUTY NW 1 SMui RE PAID FOR SEPMRI£LT. 6. TIE BID ITEM 'CEMENT CONCEDE CURB RAMP TYPE DOES NOT INCLUDE THE ADJACENT CURB. CLE AND NUTTER, DEPRESSED WRB AND WTTER, PEDESTRIAN WRB, OR SIDEWA.S. 5- CURB RAMPS AND LANDING SHALL RECEIVE A BROOM FINISH. SEE SPECIFICATIONS 8-1A, 6. USE CONSTANT SLDPE FROM BOTTOM OF RAMP TO TOP OF RAMP. NO EXPANSION JOINTS ARE ALLOWED ON RAMP EIEMENTS. T. Cu-nNTRRACTgN JCINTS ARE ALLOWED ON RAMP ONLY NN. RAMP F—EDS B FE£T AMEN D. CONTRACTION — ARE EWALLY SPACED: ♦B' O.C. --- FOR TET[OTA&E WARNNHO SURFACE DETAILS AND PLACEMENT CLARIFICATION. THE CONTRACTUR B SHWLL IIEhN T6 RTO OOT STANDARD PLANS F-45.10-02 (NOTE 6 OF T115 STANDARD PLAN DOES NOT APPLY T GONTi•CiT URB RAMP B PDOESTRIAN WM MAY BE OMI IF THE GROUND AND/OR LANDING NW. BEAT THE SAME ELEVATION SURFACE ON AS CU THE AT THE — OF THE C RB RAMP OR !LANDING AND THEE WLL E No MATEAIu To RETIMN ISTIR,, PLANTIRO AE AS SHALL BE RESTORED W N 10PSO1L AND SEEDED LAWN, 1-1 AND 10 BRKOR MOOD 06P W LCH AS DRECTED BY THE ENOINLER WIXM SHALL BE PAID FOR IN ANDC MM AENT —AL PROM— 6-TR 11- SEE WSOCT STD PLAN F-M10-I13 FOR CEMENT CONCRETE SDEWAUt DETAILS 12 PROTECT SIDEWALK, WRB AND WTTER, SONS RC—. MAILBOXES AND OTHER APPURTENANCES NOT IDENTIFIED FOR REMOVAL OR ADJUSTAENT. OLOR M R HIRRTER RD Fes AC£Nl 71P�tY 9- .PTITNC IN IXNNND BOM PAITRI STAMPED CEMENT CONCRETE TYPE 1 � Rg N15 TALNENT DETAIL UlAfL• hbft;T 1 DeDeFDn—1 CURB RAMP DETAIL AND NOTES IKENT KANGLEY ROAD AND 132ND AVE SE 2022 Asphalt Overlays/Holcomb A - 5 April 25, 2022 Project Number: 22-3001.1 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: 04/26/2022 County_ Trade Job Classification Wage Holiday Overtime Note *Risk Class King Asbestos Abatement Workers Journey Level $54.62 5D 1 H View King Boilermakers Journey Level $72.54 5N 1C View King Brick Mason Journey Level $63.32 7E 1 N View King Brick Mason Pointer -Caulker -Cleaner $63.32 7E 1 N View King Building Service Employees Janitor $27.23 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $27.68 5S 2F View King Building Service Employees Window Cleaner (Non -Scaffold) $31.18 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $32.18 5S 2F View King Cabinet Makers (In Shop). Journey Level $22.74 1 View King Carpenters Acoustical Worker $68.19 15J 4C View King Carpenters Bridge, Dock And Wharf $68.19 15J 4C View Carpenters King Carpenters Carpenter $68.19 15J 4C View King Carpenters Floor Finisher $68.19 15J 4C View King Carpenters Floor Layer $68.19 15J 4C View King Carpenters Scaffold Erector $68.19 15J 4C View King Cement Masons Application of all Composition $67.41 15J 41J View Mastic King Cement Masons Application of all Epoxy $66.91 15J 41J View Material King Cement Masons Application of all Plastic $67.41 15J 41J View Material King Cement Masons Application of Sealing $66.91 15J 41J View Compound King Cement Masons Application of Underlayment $67.41 15J 41J View King Cement Masons Building General $66.91 15J 41J View King Cement Masons Composition or Kalman Floors $67.41 15J 41J View King Cement Masons Concrete Paving $66.91 15J 41J View King Cement Masons Curb Et Gutter Machine $67.41 15J 41J View King Cement Masons Curb Et Gutter, Sidewalks $66.91 15J 41J View King Cement Masons Curing Concrete $66.91 15J 41J View King Cement Masons Finish Colored Concrete $67.41 15J 4U View King Cement Masons Floor Grinding $67.41 15J 4U View King Cement Masons Floor Grinding/Polisher $66.91 15J 4U View King Cement Masons Green Concrete Saw, self- $67.41 15J 4U View powered King Cement Masons Grouting of all Plates $66.91 15J 4U View King Cement Masons Grouting of all Tilt -up Panels $66.91 15J 4U View King Cement Masons Gunite Nozzleman $67.41 15J 4U View King Cement Masons Hand Powered Grinder $67.41 15J 4U View King Cement Masons Journey Level $66.91 15J 4U View King Cement Masons Patching Concrete $66.91 15J 4U View King Cement Masons Pneumatic Power Tools $67.41 15J 4U View King Cement Masons Power Chipping Et Brushing $67.41 15J 4U View King Cement Masons Sand Blasting Architectural $67.41 15J 4U View Finish King Cement Masons Screed Et Rodding Machine $67.41 15J 4U View King Cement Masons Spackling or Skim Coat $66.91 15J 4U View Concrete King Cement Masons Troweling Machine Operator $67.41 15J 4U View King Cement Masons Troweling Machine Operator on $67.41 15J 4U View Colored Slabs King Cement Masons Tunnel Workers $67.41 15J 4U View King Divers Et Tenders Bell/Vehicle or Submersible $122.46 15J 4C View Operator (Not Under Pressure) King Divers Et Tenders Diver $122.49 15J 4C 8V View King Divers Et Tenders Diver On Standby $81.04 15J 4C View King Divers Et Tenders Diver Tender $73.60 15J 4C i View King Divers Et Tenders Manifold Operator $73.60 15J 4C View King Divers Et Tenders Manifold Operator Mixed Gas $78.60 15J 4C View King Divers Et Tenders Remote Operated Vehicle $73.60 15J 4C View Operator/Technician King Divers Et Tenders Remote Operated Vehicle $68.64 15J 4C I View Tender King Dredge Workers Assistant Engineer $73.62 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $73.05 5D 3F View King Dredge Workers Boatmen $73.62 5D 3F View King Dredge Workers Engineer Welder $75.03 5D 3F View King Dredge Workers Leverman, Hydraulic $76.53 5D 3F View King Dredge Workers Mates $73.62 5D 3F View King Dredge Workers Oiler $73.05 5D 3F View King Drywall Applicator Journey Level $68.19 15J 4C View King Drywall Tapers Journey Level $67.91 5P 1 E View King Electrical Fixture Maintenance Journey Level $35.19 5L 1 E View Workers King Electricians - Inside Cable Splicer $97.21 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $104.49 7C 4E View King Electricians - Inside Certified Welder $93.91 7C 4E View King Electricians - Inside Certified Welder (tunnel) $100.86 7C 4E View King Electricians - Inside Construction Stock Person $47.03 7C 4E View King Electricians - Inside Journey Level $90.59 7C 4E View King Electricians - Inside Journey Level (tunnel) $97.21 7C 4E View King Electricians - Motor Shop Journey Level $48.68 5A 1 B View King Electricians - Powerline Cable Splicer $88.89 5A 4D View Construction King Electricians - Powerline Certified Line Welder $81.65 5A 4D View Construction King Electricians - Powerline Groundperson $52.91 5A 4D View Construction King Electricians - Powerline Heavy Line Equipment $81.65 5A 4D View Construction Operator King Electricians - Powerline Journey Level Lineperson $81.65 5A 4D View Construction King Electricians - Powerline Line Equipment Operator $70.02 5A 4D View Construction King Electricians - Powerline Meter Installer $52.91 5A 4D 8W View Construction King Electricians - Powerline Pole Sprayer $81.65 5A 4D View Construction King Electricians - Powerline Powderperson $60.75 5A 4D View Construction ' King Electronic Technicians Journey Level $59.10 7E 1 E View King Elevator Constructors Mechanic $103.81 7D 4A View King Elevator Constructors Mechanic In Charge $112.09 7D 4A View King Fabricated Precast Concrete All Classifications - In -Factory $18.25 5B 111 View Products Work Only King Fence Erectors Fence Erector $46.29 15J 4V 8Y View King Fence Erectors Fence Laborer $46.29 15J 4V 8Y View King Flaggers Journey Level $46.29 15J 4V 8Y View King Glaziers Journey Level $72.41 7L 1Y View King Heat Et Frost Insulators And Journey Level $82.02 15H 11C View Asbestos Workers King Heating Equipment Mechanics Journey Level $91.83 7F 1 E View King Hod Carriers Et Mason Tenders Journey Level $57.31 15J 4V 8Y View King Industrial Power Vacuum Journey Level $14.49 1 View Cleaner King Inland Boatmen Boat Operator $61.41 5B 1 K View King Inland Boatmen Cook $56.48 5B 1 K View King Inland Boatmen Deckhand $57.48 5B 1 K View King Inland Boatmen Deckhand Engineer $58.81 5B 1 K View King Inland Boatmen Launch Operator $58.89 5B 1 K View King Inland Boatmen Mate $57.31 5B 1 K View King Inspection/Cleaning/Sealing Of Cleaner Operator, Foamer $31.49 1 View Sewer Et Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $14.49 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1 View Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $68.19 15J 4C View King Ironworkers Journeyman $80.28 7N 10 View King Laborers Air, Gas Or Electric Vibrating $54.62 15J 4V 8Y View Screed King Laborers Airtrac Drill Operator $56.31 15J 4V 8Y View King Laborers Ballast Regular Machine $54.62 15J 4V 8Y View King Laborers Batch Weighman $46.29 15J 4V 8Y View King Laborers Brick Pavers $54.62 15J 4V 8Y View King Laborers Brush Cutter $54.62 15J 4V 8Y View King Laborers Brush Hog Feeder $54.62 15J 4V 8Y View King Laborers Burner $54.62 15J 4V 8Y View King Laborers Caisson Worker $56.31 15J 4V 8Y View King Laborers Carpenter Tender $54.62 15J 4V 8Y View King Laborers Cement Dumper -paving $55.62 15J 4V 8Y View King Laborers Cement Finisher Tender $54.62 15J 4V 8Y View King Laborers Change House Or Dry Shack $54.62 15J 4V 8Y View King Laborers Chipping Gun (30 Lbs. And $55.62 15J 4V 8Y View Over) King Laborers Chipping Gun (Under 30 Lbs.) $54.62 15J 4V 8Y View King Laborers Choker Setter $54.62 15J 4V 8Y View King Laborers Chuck Tender $54.62 15J 4V 8Y View King Laborers Clary Power Spreader $55.62 15J 4V 8Y View King Laborers Clean-up Laborer $54.62 15J 4V 8Y View King Laborers Concrete Dumper/Chute $55.62 15J 4V 8Y View Operator King Laborers Concrete Form Stripper $54.62 15J 4V 8Y View King Laborers Concrete Placement Crew $55.62 15J 4V 8Y View King Laborers Concrete Saw Operator/Core $55.62 15J 4V 8Y View Driller King Laborers Crusher Feeder $46.29 15J 4V 8Y View King Laborers Curing Laborer $54.62 15J 4V 8Y View King Laborers Demolition: Wrecking Et Moving $54.62 15J 4V 8Y View (Incl. Charred Material) King Laborers Ditch Digger $54.62 15J 4V 8Y View King Laborers Diver $56.31 15J 4V 8Y View King Laborers Drill Operator (Hydraulic, $55.62 15J 4V 8Y View Diamond) King Laborers Dry Stack Walls $54.62 15J 4V 8Y View King Laborers Dump Person $54.62 15J 4V 8Y View King Laborers Epoxy Technician $54.62 15J 4V 8Y View King Laborers Erosion Control Worker $54.62 15J 4V 8Y View King Laborers Faller Et Bucker Chain Saw $55.62 15J 4V 8Y View King Laborers Fine Graders $54.62 15J 4V 8Y View King Laborers Firewatch $46.29 15J 4V 8Y View King Laborers Form Setter $54.62 15J 4V 8Y View King Laborers Gabian Basket Builders $54.62 15J 4V 8Y View King Laborers General Laborer $54.62 15J 4V 8Y View King Laborers Grade Checker Et Transit Person $57.31 15J 4V 8Y View King Laborers Grinders $54.62 15J 4V 8Y View King Laborers Grout Machine Tender $54.62 15J 4V 8Y View King Laborers Groutmen (Pressure) Including $55.62 15J 4V 8Y View Post Tension Beams King Laborers Guardrail Erector $54.62 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level $56.31 15J 4V 8Y View A) King Laborers Hazardous Waste Worker (Level $55.62 15J 4V 8Y View B) King Laborers Hazardous Waste Worker (Level $54.62 15J 4V 8Y View C) King Laborers High Scaler $56.31 15J 4V 8Y View King Laborers Jackhammer $55.62 15J 4V 8Y View King Laborers Laserbeam Operator $55.62 15J 4V 8Y View King Laborers Maintenance Person $54.62 15J 4V 8Y View King Laborers Manhole Builder-Mudman $55.62 15J 4V 8Y View King Laborers Material Yard Person $54.62 15J 4V 8Y View King Laborers Motorman -Dinky Locomotive $55.62 15J 4V 8Y View King Laborers nozzleman (concrete pump, $57.31 15J 4V 8Y View green cutter when using combination of high pressure air Et water on concrete Et rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) King Laborers Pavement Breaker $55.62 15J 4V 8Y View King Laborers Pilot Car $46.29 15J 4V 8Y View King Laborers Pipe Layer (Lead) $57.31 15J 4V 8Y View King Laborers Pipe Layer/Tailor $55.62 15J 4V 8Y View King Laborers Pipe Pot Tender $55.62 15J 4V 8Y View King Laborers Pipe Reliner $55.62 15J 4V 8Y View King Laborers Pipe Wrapper $55.62 15J 4V 8Y View King Laborers Pot Tender $54.62 15J 4V 8Y View King Laborers Powderman $56.31 15J 4V 8Y View King Laborers Powderman's Helper $54.62 15J 4V 8Y View King Laborers Power Jacks $55.62 15J 4V 8Y View King Laborers Railroad Spike Puller - Power $55.62 15J 4V 8Y View King Laborers Raker - Asphalt $57.31 15J 4V 8Y View King Laborers Re-timberman $56.31 15J 4V 8Y View King Laborers Remote Equipment Operator $55.62 15J 4V 8Y View King Laborers Rigger/Signal Person $55.62 15J 4V 8Y View King Laborers Rip Rap Person $54.62 15J 4V 8Y View King Laborers Rivet Buster $55.62 15J 4V 8Y View King Laborers Rodder $55.62 15J 4V 8Y View King Laborers Scaffold Erector $54.62 15J 4V 8Y View King Laborers Scale Person $54.62 15J 4V 8Y View King Laborers Sloper (Over 20") $55.62 15J 4V 8Y View King Laborers Sloper Sprayer $54.62 15J 4V 8Y View King Laborers Spreader (Concrete) $55.62 15J 4V 8Y View King Laborers Stake Hopper $54.62 15J 4V 8Y View King Laborers Stock Piler $54.62 15J 4V 8Y View King Laborers Swinging Stage/Boatswain $46.29 15J 4V 8Y View Chair King Laborers Tamper Et Similar Electric, Air $55.62 15J 4V 8Y View Et Gas Operated Tools King Laborers Tamper (Multiple Et Self- $55.62 15J 4V 8Y View propelled) King Laborers Timber Person - Sewer (Lagger, $55.62 15J 4V 8Y View Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $54.62 15J 4V 8Y View King Laborers Topper $54.62 15J 4V 8Y View King Laborers Track Laborer $54.62 15J 4V 8Y View King Laborers Track Liner (Power) $55.62 15J 4V 8Y View King Laborers Traffic Control Laborer $49.50 15J 4V 9C View King Laborers Traffic Control Supervisor $52.45 15J 4V 9C View King Laborers Truck Spotter $54.62 15J 4V 8Y View King Laborers Tugger Operator $55.62 15J 4V 8Y View King Laborers Tunnel Work -Compressed Air $142.82 15J 4V 9B View Worker 0-30 psi King Laborers Tunnel Work -Compressed Air $147.85 15J 4V 9B View Worker 30.01-44.00 psi King Laborers Tunnel Work -Compressed Air $151.53 15J 4V 9B View Worker44.01-54.00 psi King Laborers Tunnel Work -Compressed Air $157.23 15J 4V 9B View Worker 54.01-60.00 psi King Laborers Tunnel Work -Compressed Air $159.35 15J 4V 9B View Worker 60.01-64.00 psi King Laborers Tunnel Work -Compressed Air $164.45 15J 4V 9B View Worker 64.01-68.00 psi King Laborers Tunnel Work -Compressed Air $166.35 15J 4V 9B View Worker68.01-70.00 psi King Laborers Tunnel Work -Compressed Air $168.35 15J 4V 9B View Worker 70.01-72.00 psi King Laborers Tunnel Work -Compressed Air $170.35 15J 4V 9B View Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $57.41 15J 4V 8Y View Tender King Laborers Tunnel Work -Miner $57.41 15J 4V 8Y View King Laborers Tunnel Work -Miner $57.41 7A 4V 8Y View King Laborers Vibrator $55.62 15J 4V 8Y View King Laborers Vinyl Seamer $54.62 15J 4V 8Y View King Laborers Watchman $42.08 15J 4V 8Y View King Laborers Welder $55.62 15J 4V 8Y View King Laborers Well Point Laborer $55.62 15J 4V 8Y View King Laborers Window Washer/Cleaner $42.08 15J 4V 8Y View King Laborers - Underground Sewer General Laborer Et Topman $54.62 15J 4V 8Y View Et Water King Laborers - Underground Sewer Pipe Layer $55.62 15J 4V 8Y View Et Water King Landscape Construction Landscape $42.08 15J 4V 8Y View Construction/Landscaping Or Planting Laborers King Landscape Construction Landscape Operator $75.50 15J 11G 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $68.19 15J 4C View King Marble Setters Journey Level $63.32 7E 1 N View King Metal Fabrication In Shop) Fitter/Certified Welder $42.17 151 11 E View King Metal Fabrication In Shop) General Laborer $30.07 151 11 E View King Metal Fabrication In Shop) Mechanic $43.63 151 11 E View King Metal Fabrication In Shop), Welder/Burner $39.28 151 11E View King Millwright Journey Level $69.74 15J 4C View King Modular Buildings Cabinet Assembly $14.49 1 View King Modular Buildings Electrician $14.49 1 View King Modular Buildings Equipment Maintenance $14.49 1 View King Modular Buildings Plumber $14.49 1 View King Modular Buildings Production Worker $14.49 1 _ View King Modular Buildings Tool Maintenance $14.49 1 View King Modular Buildings Utility Person $14.49 1 _ View King Modular Buildings Welder $14.49 1 View King Painters Journey Level $47.70 6Z 2B _ View King Pile Driver Crew Tender $62.69 15J 4C View King Pile Driver Crew Tender/Technician $62.69 15J 4C _ View King Pile Driver Hyperbaric Worker - $85.00 15J 4C View Compressed Air Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - $90.00 15J 4C View Compressed Air Worker 30.01 - 44.00 PSI King Pile Driver Hyperbaric Worker - $94.00 15J 4C View Compressed Air Worker 44.01 54.00 PSI King Pile Driver Hyperbaric Worker - $106.50 15J 4C View Compressed Air Worker 64.01 68.00 PSI King Pile Driver Hyperbaric Worker - $108.50 15J 4C View Compressed Air Worker 68.01 - 70.00 PSI King Pile Driver Hyperbaric Worker - $110.50 15J 4C View Compressed Air Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - $112.50 15J 4C View Compressed Air Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $68.64 15J 4C View King Plasterers Journey Level $64.14 Z(2 1 R View King Plasterers Nozzleman $67.64 1 R View King Playground Et Park Equipment Journey Level $14.49 1 View Installers King Plumbers Et Pipefitters Journey Level $94.69 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $76.77 15J 11G 8X View King Power Equipment Operators Assistant Engineer $72.20 15J 11G 8X View King Power Equipment Operators Barrier Machine (zipper) $76.09 15J 11G 8X View King Power Equipment Operators Batch Plant Operator: concrete $76.09 15J 11G 8X View King Power Equipment Operators Boat Operator $76.87 7A 11 H 8X View King Power Equipment Operators Bobcat $72.20 15J 11G 8X View King Power Equipment Operators Brokk - Remote Demolition $72.20 15J 11G 8X View Equipment King Power Equipment Operators Brooms $72.20 15J 11G 8X View King Power Equipment Operators Bump Cutter $76.09 15J 11G 8X View King Power Equipment Operators Cableways $76.77 15J 11G 8X View King Power Equipment Operators Chipper $76.09 15J 11G 8X View King Power Equipment Operators Compressor $72.20 15J 11G 8X View King Power Equipment Operators Concrete Finish Machine - $72.20 15J 11G 8X View Laser Screed King Power Equipment Operators Concrete Pump - Mounted Or $75.50 15J 11G 8X View Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators Concrete Pump: Truck Mount $76.77 15J 11G 8X View With Boom Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount $76.09 15J 11G 8X View With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $75.50 15J 11G 8X View King Power Equipment Operators Cranes Friction: 200 tons and $79.20 7A 11 H 8X View over King Power Equipment Operators Cranes, A -frame: 10 tons and $72.30 7A 11 H 8X View under King Power Equipment Operators Cranes: 100 tons through 199 $77.63 7A 11 H 8X View tons, or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 tons through 44 $76.19 7A 11 H 8X View tons with attachments King Power Equipment Operators Cranes: 200 tons- 299 tons, or $78.44 7A 11 H 8X View 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $79.20 7A 11 H 8X View 300' of boom including jib with attachments I I King Power Equipment Operators Cranes: 45 tons through 99 $76.87 7A 11 H 8X View tons, under 150' of boom(including jib with attachments) King Power Equipment Operators Cranes: Friction cranes through $78.44 7A 11 H 8X View 199 tons King Power Equipment Operators Cranes: through 19 tons with $75.60 7A 11 H 8X View attachments, a -frame over 10 tons King Power Equipment Operators Crusher $76.09 15J 11G 8X View King Power Equipment Operators Deck Engineer/Deck Winches $76.09 15J 11G 8X View (power) King Power Equipment Operators Derricks, On Building Work $76.77 15J 11G 8X View King Power Equipment Operators Dozers D-9 Et Under $75.50 15J 11G 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck $75.50 15J 11G 8X View Or Crane Mount King Power Equipment Operators Drilling Machine $77.53 15J 11G 8X View King Power Equipment Operators Elevator and man -lift: $72.20 15J 11G 8X View permanent and shaft type King Power Equipment Operators Finishing Machine, Bidwell And $76.09 15J 11G 8X View Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 lbs and over with $75.50 15J 11G 8X View attachments King Power Equipment Operators Grade Engineer: Using Blue $76.09 15J 11G 8X View Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $72.20 15J 11G 8X View King Power Equipment Operators Guardrail Punch $76.09 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump $76.77 15J 11G 8X View Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $76.09 15J 11G 8X View Articulating Off -road Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill $75.50 15J 11G 8X View Locator King Power Equipment Operators Horizontal/Directional Drill $76.09 15J 11G 8X View Operator King Power Equipment Operators Hydralifts/Boom Trucks Over $75.60 7A 11 H 8X View 10 Tons King Power Equipment Operators Hydralifts/boom trucks: 10 $72.30 7A 11 H 8X View tons and under King Power Equipment Operators Leverman $78.33 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But $76.77 15J 11G 8X View Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $76.09 15J 11G 8X View Yards King Power Equipment Operators Loaders, Plant Feed $76.09 15J 11G 8X View King Power Equipment Operators Loaders: Elevating Type Belt $75.50 15J 11G 8X View King Power Equipment Operators Locomotives, All $76.09 15J 11G 8X View King Power Equipment Operators Material Transfer Device $76.09 15J 11G 8X View King Power Equipment Operators Mechanics: All (Leadmen - $77.53 15J 11G 8X View $0.50 per hour over mechanic) King Power Equipment Operators Motor Patrol Graders $76.77 15J 11G 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel $76.77 15J 11G 8X View Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $72.20 15J 11G 8X View Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators and $75.50 15J 11G 8X View Manlifts), Air Tuggers, Strato King Power Equipment Operators Overhead, bridge type: 100 $77.63 7A 11 H 8X View tons and over King Power Equipment Operators Overhead, bridge type: 45 tons $76.87 7A 11 H 8X View through 99 tons King Power Equipment Operators Pavement Breaker $72.20 15J 11G 8X View King Power Equipment Operators Pile Driver (other Than Crane $76.09 15J 11G 8X View Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $75.50 15J 11G 8X View King Power Equipment Operators Posthole Digger, Mechanical $72.20 15J 11G 8X View King Power Equipment Operators Power Plant $72.20 15J 11G 8X View King Power Equipment Operators Pumps - Water $72.20 15J 11G 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $76.77 15J 11G 8X View King Power Equipment Operators Remote Control Operator On $76.77 15J 11G 8X View Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $72.30 7A 11 H 8X View King Power Equipment Operators Rigger/Signal Person, $75.60 7A 11 H 8X View Bellman(Certified) King Power Equipment Operators Rollagon $76.77 15J 11G 8X View King Power Equipment Operators Roller, Other Than Plant Mix $72.20 15J 11G 8X View King Power Equipment Operators Roller, Plant Mix Or Multi -lift $75.50 15J 11G 8X View Materials King Power Equipment Operators Roto-mill, Roto-grinder $76.09 15J 11G 8X View King Power Equipment Operators Saws - Concrete $75.50 15J 11G 8X View King Power Equipment Operators Scraper, Self Propelled Under $76.09 15J 11G 8X View 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $75.50 15J 11G 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 $76.77 15J 11G 8X View Yards And Over King Power Equipment Operators Service Engineers: Equipment $75.50 15J 11G 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $72.20 15J 11G 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, $75.50 15J 11G 8X View Tractors Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: $76.77 15J 11G 8X View Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $76.09 15J 11G 8X View Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $77.53 15J 11G 8X View Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $78.33 15J 11G 8X View Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $76.77 15J 11G 8X View King Power Equipment Operators Spreader, Topsider Et $76.77 15J 11G 8X View Screedman King Power Equipment Operators Subgrader Trimmer $76.09 15J 11G 8X View King Power Equipment Operators Tower Bucket Elevators $75.50 15J 11G 8X View King Power Equipment Operators Tower Crane: over 175' through $78.44 7A 11 H 8X View 250' in height, base to boom King Power Equipment Operators Tower crane: up to 175' in $77.63 7A 11 H 8X View height base to boom King Power Equipment Operators Tower Cranes: over 250' in $79.20 7A 11 H 8X View height from base to boom King Power Equipment Operators Transporters, All Track Or Truck $76.77 15J 11G 8X View Type King Power Equipment Operators Trenching Machines $75.50 15J 11G 8X View King Power Equipment Operators Truck crane oiler/driver: under $75.60 7A 11 H 8X View 100 tons King Power Equipment Operators Truck Mount Portable Conveyor $76.09 15J 11G 8X View King Power Equipment Operators Welder $76.77 15J 11G 8X View King Power Equipment Operators Wheel Tractors, Farman Type $72.20 15J 11G 8X View King Power Equipment Operators Yo Yo Pay Dozer $76.09 15J 11G 8X View King Power Equipment Operators- Asphalt Plant Operators $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Boat Operator $76.87 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $72.20 15J 11G 8X View Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cableways $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Chipper $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Compressor $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - $72.20 15J 11G 8X View Underground Sewer Et Water Laser Screed King Power Equipment Operators- Concrete Pump - Mounted Or $75.50 15J 11G 8X View Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount $76.77 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount $76.09 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $79.20 7A 11 H 8X View Underground Sewer Et Water over King Power Equipment Operators- Cranes, A -frame: 10 tons and $72.30 7A 11 H 8X View Underground Sewer Et Water under King Power Equipment Operators- Cranes: 100 tons through 199 $77.63 7A 11 H 8X View Underground Sewer Et Water tons, or 150' of boom (including jib with attachments) King Power Equipment Operators- Cranes: 20 tons through 44 $76.19 7A 11 H 8X View Underground Sewer Et Water tons with attachments King Power Equipment Operators- Cranes: 20 tons through 44 $76.19 7A 11 H 8X View Underground Sewer Et Water tons with attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $78.44 7A 11 H 8X View Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $79.20 7A 11 H 8X View Underground Sewer Et Water 300' of boom including jib with attachments King Power Equipment Operators- Cranes: 45 tons through 99 $76.87 7A 11 H 8X View Underground Sewer Et Water tons, under 150' of boom(including jib with attachments) King Power Equipment Operators- Cranes: Friction cranes through $78.44 7A 11 H 8X View Underground Sewer Et Water 199 tons King Power Equipment Operators- Cranes: through 19 tons with $75.60 7A 11 H 8X View Underground Sewer Et Water attachments, a -frame over 10 tons King Power Equipment Operators- Crusher $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/Deck Winches $76.09 15J 11G 8X View Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 Et Under $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $75.50 15J 11G 8X View Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $77.53 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Elevator and man -lift: $72.20 15J 11G 8X View Underground Sewer Et Water permanent and shaft type King Power Equipment Operators- Finishing Machine, Bidwell And $76.09 15J 11G 8X View Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 lbs and over with $75.50 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Forklifts: under 3000 lbs. with $72.20 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Forklifts: under 3000 lbs. with $72.20 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Grade Engineer: Using Blue $76.09 15J 11G 8X View Underground Sewer Et Water Prints, Cut Sheets, Etc _ King Power Equipment Operators- Gradechecker/Stakeman $72.20 15J 11G 8X I View Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $76.77 15J 11G 8X View Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $76.09 15J 11G 8X View Underground Sewer Et Water Articulating Off -road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill $75.50 15J 11G 8X View Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/Directional Drill $76.09 15J 11G 8X View Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom trucks: 10 $72.30 7A 11 H 8X View Underground Sewer Et Water tons and under King Power Equipment Operators- Hydralifts/boom trucks: over $75.60 7A 11 H 8X View Underground Sewer Et Water 10 tons King Power Equipment Operators- Leverman $78.33 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But $76.77 15J 11G 8X View Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $76.09 15J 11G 8X View Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mechanics: All (Leadmen - $77.53 15J 11G 8X View Underground Sewer Et Water $0.50 per hour over mechanic) King Power Equipment Operators- Motor Patrol Graders $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $76.77 15J 11G 8X View Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $72.20 15J 11G 8X View Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators and $75.50 15J 11G 8X View Underground Sewer Et Water Manlifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, bridge type: 100 $77.63 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Overhead, bridge type: 45 tons $76.87 7A 11 H 8X View Underground Sewer Et Water through 99 tons King Power Equipment Operators- Pavement Breaker $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $76.09 15J 11G 8X View Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Power Plant $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Remote Control Operator On $76.77 15J 11G 8X View Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $72.30 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, $75.60 7A 11 H 8X View Underground Sewer Et Water Bellman(Certified) King Power Equipment Operators- Rollagon $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi -lift $75.50 15J 11G 8X View Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $76.09 15J 11G 8X View Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $76.77 15J 11G 8X View Underground Sewer Et Water Yards And Over King Power Equipment Operators- Shotcrete/Gunite Equipment $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe, $75.50 15J 11G 8X View Underground Sewer Et Water Tractors Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: $76.77 15J 11G 8X View Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $76.09 15J 11G 8X View Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $77.53 15J 11G 8X View Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $78.33 _ 15J 11G 8X View Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $76.77 15J 11G 8X View Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Crane: over 175' through $78.44 7A 11 H 8X View Underground Sewer Et Water 250' in height, base to boom King Power Equipment Operators- Tower crane: up to 175' in $77.63 7A 11 H 8X View Underground Sewer Et Water height base to boom King Power Equipment Operators- Tower Cranes: over 250' in $79.20 7A 11 H 8X View Underground Sewer Et Water height from base to boom King Power Equipment Operators- Transporters, All Track Or Truck $76.77 15J 11G 8X View Underground Sewer Et Water Type King Power Equipment Operators- Trenching Machines $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/Driver: 100 $76.19 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Truck crane oiler/driver: under $75.60 7A 11 H 8X View Underground Sewer Et Water 100 tons King Power Equipment Operators- Truck Mount Portable Conveyor $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Welder $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farman Type $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $76.09 15J 11G 8X View Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $57.22 5A 4A View Trimmers King Power Line Clearance Tree Spray Person $54.32 5A 4A View Trimmers King Power Line Clearance Tree Tree Equipment Operator $57.22 5A 4A View Trimmers I King Power Line Clearance Tree Tree Trimmer $51.18 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $38.99 5A 4A View Trimmers King Refrigeration Et Air Journey Level $90.01 6Z 1G View Conditioning Mechanics King Residential Brick Mason Journey Level $63.32 7E 1 N View King Residential Carpenters Journey Level $36.44 1 View King Residential Cement Masons Journey Level $46.64 1 View King Residential Drywall Applicators Journey Level $68.19 15J 4C View King Residential Drywall Tapers Journey Level $36.36 1 View King Residential Electricians Journey Level $48.80 1 View King Residential Glaziers Journey Level $28.93 1 View King Residential Insulation Journey Level $28.18 1 View Applicators King Residential Laborers Journey Level $29.73 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $23.47 1 View King Residential Plumbers Et Journey Level $94.69 6Z 1G View Pipefitters King Residential Refrigeration Et Air Journey Level $90.01 6Z 1G View Conditioning Mechanics King Residential Sheet Metal Journey Level $91.83 7F 1 E I View I Workers King Residential Soft Floor Layers Journey Level $51.91 5A 3J View King Residential Sprinkler Fitters Journey Level $53.04 5C 2R View .(Fire Protection) King Residential Stone Masons Journey Level $63.32 7E 1 N View King Residential Terrazzo Workers Journey Level $58.71 7E 1 N View King Residential Terrazzo/Tile Journey Level $24.39 1 View Finishers King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $59.05 5A 3H View King Roofers Using Irritable Bituminous $62.05 5A 3H View Materials King Sheet Metal Workers Journey Level (Field or Shop) $91.83 7F 1 E View King Shipbuilding Et Ship Repair New Construction Boilermaker $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Carpenter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Crane $39.58 7V 1 View Operator King Shipbuilding Et Ship Repair New Construction Electrician $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Heat Et Frost $82.02 15H 11C View Insulator King Shipbuilding Et Ship Repair New Construction Laborer $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Machinist $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Operating $39.58 7V 1 View Engineer King Shipbuilding Et Ship Repair New Construction Painter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Pipefitter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Rigger $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Sheet Metal $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Shipfitter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction $39.58 7V 1 View Warehouse/Teamster King Shipbuilding Et Ship Repair New Construction Welder / $39.58 7V 1 View Burner King Shipbuilding Et Ship Repair Ship Repair Boilermaker $47.45 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Carpenter $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Electrician $48.92 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost $82.02 15H 11C View Insulator King Shipbuilding Et Ship Repair Ship Repair Laborer $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Painter $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Pipefitter $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Rigger $47.45 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Shipwright $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Warehouse / $45.06 7Y 4K View Teamster King Sign Makers Et Installers Journey Level $53.62 0 1 .(Electrical). King Sign Makers Et Installers (Non- Journey Level $34.42 0 1 Electrical). King Soft Floor Layers Journey Level $54.41 5A 3J King Solar Controls For Windows Journey Level $14.49 1 King Sprinkler Fitters (Fire Journey Level $89.49 5C 1X Protection) King Stage Rigging Mechanics (Non Journey Level $14.49 1 Structural), King Stone Masons Journey Level $63.32 7E 1 N King Street And Parking Lot Sweeper Journey Level $19.09 1 Workers King Surveyors Assistant Construction Site $75.60 7A 11 H Surveyor King Surveyors Chainman $72.30 7A 11 H King Surveyors Construction Site Surveyor $76.87 7A 11 H King Surveyors Drone Operator (when used in $72.30 7A 11 H conjunction with survey work only) King Surveyors Ground Penetrating Radar $72.30 7A 11 H Operator King Telecommunication Technicians Journey Level $59.10 7E 1 E King Telephone Line Construction - Cable Splicer $38.27 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $25.66 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator $31.96 5A 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $36.17 5A 2B Outside King Terrazzo Workers Journey Level $58.71 7E 1 N King Tile Setters Journey Level $58.71 7E 1 N King Tile, Marble Et Terrazzo Finisher $49.54 7E 1 N Finishers King Traffic Control Stripers Journey Level $50.51 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards $69.95 15J 111 King Truck Drivers Asphalt Mix To 16 Yards $69.11 15J ill King Truck Drivers Dump Truck $69.11 15J 111 King Truck Drivers Dump Truck Et Trailer $69.95 15J 111 King Truck Drivers Other Trucks $69.95 15J ill King Truck Drivers - Ready Mix Transit Mix $69.95 15J ill King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $14.49 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers View View View View View View View View 8X View 8X View 8X View 8X View 8X View View View View View View View View View View 8L View 8L View 8L View 8L View 8L View 8L View View View View Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 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. 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. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid atone 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. 1of15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued 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. 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. 2of15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 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. 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. M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double 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. 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. 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. 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. 3of15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued 4. 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. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four - day, ten hour work week, and Saturday shall be paid at one and one half (1%) 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. 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. 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. 4of15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued 4. 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. 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. 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. 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 %z) 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. 5of15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued 4. 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. 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. Z. 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. Work performed on Sundays may be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. 11. 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 After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C 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. All non -overtime and non -holiday hours worked between 4:00 pm and 5:00 am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage. 6of15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued 11. D. 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. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. E. The first two (2) hours after eight (8) regular hours Monday through Friday, the first ten (10) hours on Saturday, and the first ten (10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. F. 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-half times the hourly rate of wage 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. G. 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 nine (9) hours or more. When an employee returns to work without at least nine (9) 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 nine (9) hours rest period. H. 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 ten (10) hours or more. When an employee returns to work without at least ten (10) 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 ten (10) hours rest period. Overtime Codes Continued 7of15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 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. All work performed after 6:00 pm Saturday to 5:00 am Monday, all work performed over twelve (12) hours, and all work performed on 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 two dollar ($2.00) per hour for all hours worked that shift. 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). Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). 8of15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Holiday Codes Continued 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). 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. 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). 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. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 9of15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Holiday Codes Continued 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. 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. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. 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. V. Holidays: New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. 10 of 15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Holiday Codes Continued 7. 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. G. New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (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. 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. 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. 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. 11 of 15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Holiday Codes Continued 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. 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. V. Holidays: New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. 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. 15. G. New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (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. H. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, and Christmas Day (8). When the following holidays fall on a Saturday (New Year's Day, Independence Day, and Christmas Day) the preceding Friday will be considered as the holiday; should they fall on a Sunday, the following Monday shall be considered as the holiday. I. Holidays: New Year's Day, President's Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the last regular workday before Christmas (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (9). 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. 12 of 15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 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. 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. 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 10l' to 150' - $3.00 per foot for each foot over 101 feet. Over 15l' 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. 13 of 15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Note Codes Continued 8. 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.) 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.) 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. 14 of 15 Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Note Codes Continued 9. 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. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, 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. 15 of 15