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Home My WebLink AboutCAG2022-145 - Original - Active Construction, Inc. - 84th Avenue South (East Valley Highway) Slump Repair - 04/15/2022Nancy Y. for Drew Holcomb Public Works 04/13/2022 04/20/2022 4/5/2022 R20069 N/A Active Construction Inc.Contract Other 84th Avenue South (East Valley Highway) Slump Repair The project will repair an existing slump on East Valley Highway, adjacent to Les Schwab and Tacoma Screw Products by removing the existing pavement and rebuilding the roadway to raise the road, adjacent sidewalk and driveways to original elevations. In addition to the roadway repair, this project will expose the existing 16” diameter watermain to inspect it’s condition, remove and replace 8” diameter water lines and associated infrastructure that serve the two adjacent businesses, and repair a leaning luminaire. Bid 4/13/22 Original CAG2022-145 4/15/22 _____ DATE: April 5, 2022 TO: Kent City Council SUBJECT: 84th Avenue South (East Valley Highway) Slump Repair Project Bid Award MOTION: I move to award the 84th Avenue South (East Valley Highway) Slump Repair Project to Active Construction, Inc. in the amount of $466,466.00 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The project will repair an existing slump on East Valley Highway, adjacent to Les Schwab and Tacoma Screw Products by removing the existing pavement and rebuilding the roadway to raise the road, adjacent sidewalk and driveways to original elevations. In addition to the roadway repair, this project will expose the existing adjacent businesses, and repair a leaning luminaire. The bid opening for the 84th Avenue South (East Valley Highway) Slump Repair Project was held on March 29, 2022 with five bids received. The lowest responsible and responsive bid was submitted by Active Construction, Inc. in the amount of $466,466.00. Bid Tab Summary 01. Active Construction, Inc. $466,466.00 02. Olson Brothers Excavating, Inc. $535,264.72 03. Northwest Cascade, Inc. $615,214.48 04. Sound Pacific Construction LLC $686,379.18 05. R.W. Scott Construction Co. $2,200,241.28 Engineer's Estimate $504,475.81 BUDGET IMPACT: The City entered into an agreement for reimbursement from King County Metro Sewer which will cover all construction costs for this project not to exceed $800,000. SUPPORTS STRATEGIC PLAN GOAL: Evolving Infrastructure - Connecting people and places through strategic investments in physical and technological infrastructure. ATTACHMENTS: 1. EVH Slump Repair Bid Tab REBID (PDF) CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 84th Ave S (East Valley Highway) Slump Repair Project Number: 15-3009 BIDS ACCEPTED UNTIL March 29, 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 Fire Watch Fact Sheet Section 9 King County Zone 3 Fire Watch Log Section 10 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 84t" Ave S (East Valley Highway) Slump Repair Project Number: 15-3009 BIDS ACCEPTED UNTIL March 29, 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 • KENTT W A S H I N G T O N Z-iZ8/22 BIDDER'S NAME A 6-nx CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 841" Ave S (East Valley Highway) Slump Repair Project Number: 15-3009 BIDS ACCEPTED UNTIL March 29, 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 KEN T 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 Fire Watch Fact Sheet King County Zone 3 ire Watch Log 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 March 29, 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. 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: 84th Ave S (East Valley Highway) Slump Repair Project Number: 15-3009 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 raising the existing road slump by digging out the failing pavement and rebuilding the roadway section. The driveway, sidewalk, curb and gutter will also be removed and raised to finished grade. 120' of storm sewer pipe and a catch basin will be removed and replaced. 110' of 8" diameter waterline will be removed and replaced with 8" restrained joint pipe. Two DCDA vaults will be replaced with above ground vaults. 100' of 16" concrete cylinder pipe watermain will be exposed and it's condition will be evaluated to determine if repairs are needed. 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 $500,000 - $600,000. 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 https-//www.kentwa.aov/p-a-y- and-a I bids- rocureinent-rf s. 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 sixt (60) days after the day of bid opening. Dated this 14th day of March, 2022. Kimberley . Komoto, City Clerk Published: Daily Journal of Commerce on March 15 and 22, 2022 Washington State Office of Minority and Women's Business Enterprise on March 15, 2022 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Da to This statement relates to a proposed contract with the City of Kent named 801 Ave S (East Valley Highway) Slump Repair Project Number: 15-3009 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. AGE vz� ilmz,,(-WOA -- G NAME OF BIDDER BY: SIGNATURE/TITLE PAViV &4�hn77 5%!40 /21 (145 c leo 15. 7C 7i to)q g01413 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) EVH Slump Repair REBID/Holcomb 1 March 14, 2022 Project Number: 15-3009 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: For: fi U5 emvw G-noxu Title: A0Il�'tT" Date: .3 ;Zq 22 EVH Slump Repair REBID/Holcomb 2 March 14, 2022 Project Number: 15-3009 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. EVH Slump Repair REBID/Holcomb 3 March 14, 2022 Project Number: 15-3009 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 undersig ed, a duly represented agent of Company, hereby acknowledge and declare that the before - mentioned company s the prime contractor for the contract known as 8411 Ave S (East Valley Highway Slump Repair/Project Number: 15-3009 that was entered into on the(Date)between the firm I represent and the City of Kent. I declare that I complied fully wit all of the requirements and obligations as outlined in the City of Kent Administrative P icy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that s part of the before -mentioned contract. By: For: Title: Date: EVH Slump Repair REBID/Holcomb 4 March 14, 2022 Project Number: 15-3009 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that - M YXX' 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 8411 Ave S (East Valley Highway) Slump Repair/Project Number: 15-3009 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. EXAMELE 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. EVH Slump Repair REBID/Holcomb 5 March 14, 2022 Project Number: 15-3009 SCHEDULE I - CONSTRUCTION ITEM SECTION APPROX. ITEM UNIT PRICE TOTAL NO. NO. QUANTITY 1000 1-09.7 1 Mobilization $1/Q OZg /% ,AMOUNT $ 4/di -7 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing -00- A0 $1ZJ DD0. 00 WSDOT LUMP SUM Per LS 1010 2-02.5 740 Remove Existing Asphalt $ 12- :�4 $ log, DD KSP SQ YDS Concrete Pavement Per SY 1017 2-02.5 100 Remove Cement Concrete $ 50..O APO. pO KSP SQ YDS Driveway (Reinforced) Per SY 1020 2-02.5 70 Remove Cement Concrete $ 9, &. 5�) $ KSP SQ YDS Sidewalk Per SY 1025 2-02.5 40 Remove Cement Concrete $ 90, ao $ FOO. 06 KSP LN FT Curb and Gutter Per LF $ 6,zs $�-� 1030 2-02.5 90 Remove Cement Concrete KSP LN FT Extruded Curb Per LF 1050 2-02.5 400 Saw Cut Existing Asphalt $ 6-s-b $Z600, KSP LN FT Concrete Pavement Per LF 1065 2-03.5 50 Unsuitable Foundation $ 6/. va $ �Z%Sa. DO WSDOT CU YDS Excavation Incl. Haul Per CY 1075 4-03.5 50 Gravel Borrow, Including $ J�l�•-% " $ a ?2 S o0 KSP TONS Haul and Compaction Per TON 2.50 Min EVH Slump Repair REBID/Holcomb b March 14, 2022 Project Number: 15-3009 SCHEDULE I - CONSTRUCTION UNIT TOTAL ITEM SECTION APPROX. ITEM NO, NO, —QUANTITY PRICE AMOUNT 1080 4-04.5 400 Crushed Surfacing Top $ �v0.7� sn gyp, a° KSP TONS Course, 5/8 Inch Minus Per TON 6.00 Min 1090 4-04.5 50 Permeable Ballast $ /• 00 $ .o va �' 0 WSDOT TONS Per TON 1095 5-04.5 350 HMA Class 1/2", PG 58V-22 $ �l�/ 3, 7SD• 0O KSP TONS Per TON 1118 5-04.5 15 Hot Plant Mix for Temporary $ 27,o. 00 $ ;qo. vo KSP TONS Pavement Patch Per TON 1140 8-06.5 85 Cement Concrete Driveway, $ Z'ag• OU $'z 6/� 1/99 DO KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1145 8-14.5 70 Cement Concrete Sidewalk $14.5D $ KSP SQ YDS Per SY 1205 8-04.5 185 Cement Concrete Curb and $ 61- m $ ! 1, KSP LN FT Gutter Per LF 1210 8-04.5 90 KSP LN FT 1215 2-12.5 50 KSP SQ YDS 1225 7-05.5 1 KSP EACH Cement Concrete Extruded $ 37- 00 $ ?j33D o� Curb Per LF Geotextile Fabric, Non -Woven $ V. W $ IV O. Do Per SY Adjust Existing Manhole Cover $ 7O0• $ Tao. 00 to Finished Grade Per EA EVH Slump Repair REBID/Holcomb 7 March 14, 2022 Project Number: 15-3009 SCHEDULE I - CONSTRUCTION ITEM SECTION APPROX. ITEM UNIT PRICE TOTAL AMOUNT NO. NO. QUANTITY 1230 7-15.5 4 Adjust Existing Irrigation Box $ O7-00 $ 32g, °v KSP EACH to Finished Grade Per EA 1235 7-15.5 1 KSP EACH Replace Existing Irrigation Box and Adjust to Finished Grade $ 2/7.110 $ Per EA 1240 7-15.5 3 Adjust Existing Water Meter $ �,00. Oa $ �Zbo, o0 KSP EACH Box to Finished Grade Per EA 1245 8-20.5 2 KSP EACH 1270 8-20.5 1 KSP EACH Adjust Existing Junction Box to Finished Grade Replace Existing Luminaire Foundation $ q10. 610 $ ef�_70, vo Per EA $ V06. 00 $ 9$°a, Do Per EA 1315 8-28.5 8 Pothole Utilities $ q07, Oo $ 3Z9r D D KSP EACH Per EA 1355 1-04.4(1) 1 Minor Changes $10,000** $10,000 WSDOT FORCE Per FA ACCOUNT **Common price to all bidders Schedule I Total $ 6-7 EVH Slump Repair REBID/Holcomb 8 March 14, 2022 Project Number: 15-3009 SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2020 7-09.5 110 Remove and Replace 8 Inch $ •� $ ZDj �%SS Do KSP LN FT Diameter Ductile Iron, Cl 52 Per LF Restrained Joint Water Main Pipe 2030 7-11.5 2 KSP EACH 2035 7-11.5 1 KSP LUMP SUM 2040 7-12.5 2 KSP EACH 2050 7-13.5 100 KSP LN FT Remove and Replace 8 Inch Double Check Detector Assembly Fire Watch Remove and Replace 8 Inch Gate Valve Expose 16 Inch Diameter Water Main Pipe $ 50,'*$ b,700, 00 Per EA $ ✓6%010• W $ S-boo. 00 Per LS $ �G�2,, DO $ /ilG�/1.00 Per EA vo $�S�•sa $ ls,/as-° Per LF 2060 7-13.5 1 Repair 16 Inch Diameter $10,000** $10,000 KSP FORCE Concrete Steel Pipe Per FA ACCOUNT **Common price to all bidders 2250 2-09.5 970 Shoring or Extra Excavation $ $ 217z • SD * WSDOT SQ FT Class B Per SF 2260 7-08.5 20 Foundation Material, Class I $ L16. 06 $ g20, 06 * KSP TONS and II Per TON 2270 7-08.5 160 Pipe Zone Bedding $ qs• ZS $ 72yD1 oo * KSP TONS Per TON Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. EVH Slump Repair REBID/Holcomb 9 March 14, 2022 Project Number: 15-3009 SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO, NO, UANTITY PRICE AMOUNT 2 � $ �02l•00 2280 7-08.5 180 Bank Run Gravel for Trench $ 38• * KSP TONS Backfill Per TON 2.50 Min Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL -- NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. Sub Total $ IZZ `� -7g' 10.1% Sales Tax $ P� 3��• 33 Schedule II Total EVH Slump Repair REBID/Holcomb 10 March 14, 2022 Project Number: 15-3009 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4015 7-04.5 120 Storm Sewer Pipe, $ gl. Z;- $ q10, DO KSP LN FT 12 Inch Diameter Per LF 4080 7-05.5 1 Catch Basin, Type 1 $ Moo. 1, $ moo. m KSP EACH Per EA 4120 7-05.5 1 Vaned Catch Basin $ gqa Do $ gq& bo KSP EACH Frame and Grate Per EA 4125 2-02.5 1 Remove Existing Catch Basin $ 5$7• 00 $ S-2971 00 KSP EACH or Manhole Per EA 4135 2-02.5 120 Remove Existing Storm Sewer $ q0,'K- sgo. go KSP LN FT Pipe or Culvert Per LF 4145 7-05.5 1 Replace Existing Manhole $ ldoo. 0 $ 16do, 00 KSP EACH Circular Frame and Cover and Per EA Adjust to Finished Grade 4250 2-09.5 540 Shoring or Extra Excavation $ $13500 * WSDOT SQ FT Class B Per SF 4260 7-08.5 20 Foundation Material, $ %�6- $ 67,92D, 04 * KSP TONS Class I and II Per TON 4270 7-08.5 80 Pipe Zone Bedding $ `TS2� $ 500, OD * KSP TONS Per TON Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. EVH Slump Repair REBID/Holcomb 11 March 14, 2022 Project Number: 15-3009 SCHEDULE IV - STORM SEWER UNIT TOTAL ITEM SECTION APPROX. ITEM PRICE AMOUNT NO. NO. UANTITY 4280 7-08.5 90 Bank Run Gravel for Trench $ $ 3t11,0, * KSP TONS Backfill Per TON Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. Schedule IV Total $_ �7�2 •S� EVH Slump Repair REBID/Holcomb 12 March 14, 2022 Project Number: 15-3009 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 400 Traffic Control Labor $ &% 5V $ 27,Ot70. KSP HOURS Per HR 5010 1-10.5(2) 300 Construction Signs Class A $ 2?j. 00 $ bq 00' 00 WSDOT SQ FT Per SF 5015 1-10.5 200 Traffic Control Supervisor $ $ -Zg49, do KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ 1260• 00 $ 1 ZdO. vn KSP LUMP SUM Devices Per LS 5030 1-10.5 60 Portable Changeable Message $ &-7. Sb $ IpS-6)•DO KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 30 Sequential Arrow Sign (SAS) $ :Z& . 00 $ IR Do KSP DAYS Per DAY 5075 8-22.5 1 Permanent Channelization � AD $ 2�✓2 Oo $ ZSZS. KSP LUMP SUM Per LS Schedule V Total $ 5-1) g EVH Slump Repair REBID/Holcomb 13 March 14, 2022 Project Number: 15-3009 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL TOTAL ITEM SECTION APPROX. ITEM UNIT NO. NO. UANTITY PRICE AMOUNT 7015 8-01.5(2) 4 Inlet Protection $ 80. $ ��- KSP EACH Per EA 7020 8-01.5(2) 20 Straw Mulch $ , 24g' $ KSP SQ YDS Per SY 7025 8-01.5(2) 50 Clear Plastic Covering $ 00 $ KSP SQ YDS Per SY 7030 8-01.5(2) 40 ESC Lead $ 23, ?� $ ,?0 , o0 KSP HOURS Per HR 7055 8-01.5(2) 1 Erosion/Water Pollution $5,000** $5,000 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders �J 7090 8-01.5(2) 20 Street Cleaning $ �" ��• ��• WSDOT HOURS Per HR Schedule VII Total $ EVH Slump Repair REBID/Holcomb 14 March 14, 2022 Project Number: 15-3009 SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT PRICE TOTAL AMOUNT NO. NO. -QUANTITY 8010 8-02.5 15 Topsoil Type A $ $ 10*15• 00 KSP CU YDS Per CY 15 Wood Chip Mulch $ O0• 00 $ ¢ 200' °,0 8015 8-02.5 KSP CU YDS Per CY $ �70• vv $ 609.1)0 8020 8-02.5 30 Clean Rock Mulch KSP SQ YDS Per SY Existing Irrigation Systems $2,000** $2,000 8030 8-03.5 1 Removal, Repair and/or Per FA KSP FORCE Modifications ACCOUNT **Common price to all bidders Schedule VIII Total $ EVH Slump Repair REBID/Holcomb Is March 14, 2022 Project Number: 15-3009 Schedule I Schedule II Schedule IV Schedule V Schedule VII Schedule VIII TOTAL BID AMOUNT BID SUMMARY Construction ffi 13�1, Sy8 - es Water �j Storm Sewer q a 55-• OD Traffic Control Temporary Erosion & Sedimentation Control �4m3 ,, o0 Roadside Restoration EVH Slump Repair REBID/Holcomb 16 March 14, 2022 Project Number: 15-3009 SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder: & �7ut,- ✓ -T-AX, Project Name: "I Ave(East a l hwayl Slymp ELepair Project Number: 15-30 9 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. [ rr ! Heating, Ventilation, and Air Conditioning Subcontractor Name: �� r 1 Plumbing Subcontractor Name: Ni A --- Electrical Subcontractor Name: �• Signature of Bidder Date EVH Slump Repair REBID/Holcomb 17 March 14, 2022 Project Number: 15-3009 SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: "onW Project Name: 4`" Ave S(East Ygiley Highway) SJ_ua]o__ReyMir Project Number: 5-300 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: A Signature of Bidder EVH Slump Repair REBID/Holcomb Project Number: 15-3009 3/.24%22 Date is March 14, 2022 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULL Y. 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. EVH Slump Repair REBID/Holcomb 19 March 14, 2022 Project Number: 15-3009 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: P6-nyg� NAME: AVIZ2 65cogIc-rl ADDRESS: tolfl 9/{/W ' w r". -MG mtq lop Qx10 PRINCIPAL OFFICE: S m� P-5 tq&V E ADDRESS: PHONE:3.��- /O�1 FAX: STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW.A.4a4-r—, W 1.2 Provide your current state unified business identifier number. 02,1J001y33 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. AMGW'o 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 EVH Slump Repair REBID/Holcomb 20 March 14, 2022 Project Number: 15-3009 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 (j14&L9 �56� P6.06- 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. A7 #1e- V • SE� 111"�P 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. 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?�Q 2.2 How many years has your organization been in business under its present business name? &D 2.2.1 Under what other or former names has your organization operated? A //n 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation:11�6 2 2.3.2 State of incorporation: t. 2.3.3 President's name: 2.3.4 Vice-president's name(s):��'f1, 2.3.5 Secretary's name: y�p5�•j?;�frC}js 2.3.6 Treasurer's name: / 2.4 If your organization is a partnership, answer the following: j2.4.1 Da a of organization: 2.4.2 Typ of partnership (if applicable): 2.4.3 Nam (s) of general partner(s): 2.5 If your org%nization is individually owned, answer the following: 2.5.1 Date f organization: N/A 2.5.2 Name of owner: EVH Slump Repair REBID/Holcomb 21 March 14, 2022 Project Number: 15-3009 2.6 If the orm of your organization is other than those listed above, describe it and ame 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. 3.2 List jurisdictions in which your organization's partnership or trade name 14ro is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. W04y, �Il Vj t, a77U /PFS - 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.)N O 4.2.1 Has your organization ever failed to complete any work awarded to it? NO 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers?NO 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? ND 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.) N O 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. QV-AGkr5,-o 4.4.1 State total worth of work in progress and under contract: 47r&#W 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. fftmm5v 4.5.1 State average annual amount of construction work performed during the past five years: $65-m. 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. A V&#6V 4.7 on a separate sheet, list your major equipment. /1V ,G W EVH Slump Repair REBID/Holcomb 22 March 14, 2022 Project Number: 15-3009 5. 6. REFERENCES 5.1 Trade References: /q%7�G/119V 5.2 Bank References: Ca-amjg ltl gpmg� /V 5.3 Surety: 1,16" MUTJ4L 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: FINANCING 6.1 Financial Statement. �o��G 1nSu�l7G� 12,01 10Ae, r F/t, AV5 -Wmfil ayh ggqa2 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? EVH Slump Repair REBID/Holcomb 23 March 14, 2022 Project Number: 15-3009 7. SIGNATURE 7.1 Dated at this day of �rl— I 2022 Name of Organization: AG-Lnue +�S- cT t7n 3AJL. By: -� Title:f�'� 7.2 OAVIO rtT , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and swo n before7me is"qay of , 2022. SA R Notary Publi h'' My commission Expires: NOTgRY �;A-c'' PUBLIC EVH Slump Repair REBID/Holcomb 24 March 14, 2022 Project Number: 15-3009 Department of Labor and Industries PO Box 44450 Olympia, WA 98504-4450 ACTIVE CONSTRUCTION INC Reg: CC ACTIVCI164JL UBI: 273-001-533 Registercd as provide(l by Lary as: COT)struction Contractor (CC01) - GENERAL 141 ACTIVE CONSTRUCTION INC Effective Date: 4/13/1984 PO BOX 430 Expiration Date: 11/7/2023 PLYALLUP WA 98371 BUSINESS LICENSE �•, ��rntir:lll� Profit Corporation ACTIVE CONSTRUCTION, INC. 5110 RIVER RD E TACOMA, WA 98443-2638 UNEMPLOYMENT INSURANCE - ACTIVE MINOR WORK PERMIT - ACTIVE Issue Date: May 21, 2021 Unified Business ID #: 273001533 Business ID #: 001 Location: 0001 Expires: Dec 31, 2021 INDUSTRIAL INSURANCE - ACTIVE TAX REGISTRATION - ACTIVE CITY ENDORSEMENTS: FIFE GENERAL BUSINESS - NON-RESIDENT - ACTIVE ELLENSBURG GENERAL BUSINESS - NON-RESIDENT - ACTIVE PUYALLUP GENERAL BUSINESS - NON-RESIDENT #2006506 - ACTIVE LAKEWOOD GENERAL BUSINESS - NON-RESIDENT - ACTIVE YELM GENERAL BUSINESS - NON-RESIDENT #11498 - ACTIVE SHELTON GENERAL BUSINESS - NON-RESIDENT #0060410 - ACTIVE DUPONT GENERAL BUSINESS - NON-RESIDENT #6 (EXPIRES 5/31/2022) - ACTIVE EDGEWOOD GENERAL BUSINESS - NON-RESIDENT - ACTIVE GIG HARBOR GENERAL BUSINESS - NON-RESIDENT #14 - ACTIVE LACEY GENERAL BUSINESS - NON-RESIDENT #8076 - ACTIVE MAPLE VALLEY GENERAL BUSINESS - NON-RESIDENT - ACTIVE NORTH BEND GENERAL BUSINESS - NON-RESIDENT #019174.0 -ACTIVE OLYMPIA GENERAL BUSINESS - NON-RESIDENT #1876 - ACTIVE PORT ORCHARD GENERAL BUSINESS - NON-RESIDENT #6009655 - ACTIVE POULSBO GENERAL BUSINESS - NON-RESIDENT - ACTIVE RUSTON GENERAL BUSINESS - NON-RESIDENT (EXPIRES 4/30/2022) - ACTIVE llrre +I�,r ru,u�.y1 Il.h IIu• IY�;1clr.tlum,, ru[iar•rin�ttl •, a,lll Sirrrt.+•..tI riu,reo.•rl Im Ihr in.aur rl.uut d.dttt v- Ilk .n ruling Illi•, Brit ilulver3. lilt Ilk'I•rlSVI.- P. rr I1rit • Ifir ultunn.thr•st ff�`i �^ u.r. r 411111d l.• Inu•..•1RI .u. ur.11v la 014 111-1 id Ilk r.r hrI h•tiy;' .trill lip. I r nndnt 11.11 in t IMCIlli.gl. r a iilt -*II .1111tIit .tLit 1►.r�lurl ;Inn •.I'OV, t tnitul•- Alld t r.... L.., I s r, r, r.m, I nu, r[ [If wASFIINrT[�Fi UBI: 273001533 001 0001 Expires: Dec 31, 2021 ACTIVE CONSTRUCTION, INC. 5110 RIVER RD E TACOMA, W A 98443-2638 UNEMPLOYMENT INSURANCE - ACTIVE INDUSTRIAL INSURANCE - ACTIVE MINOR WORK PERMIT - ACTIVE TAX REGISTRATION - ACTIVE FIFE GENERAL BUSINESS - NON-RESIDENT - ACTIVE ELLENSBURG GENERAL BUSINESS - NON-RESIDENT - ACTIVE PUYALLUP GENERAL BUSINESS - NON-RESIDENT #2006506 - ACTIVE LAKEWOOD GENERAL BUSINESS - NON-RESIDENT - ACTIVE YELM GENERAL BUSINESS - NON-RESIDENT #11498 - ACTIVE Profit Corporation BUSINESS LICENSE Issue Date: May 21, 2021 Unified Business ID #: 273001533 Business ID #: 001 Location: 0001 ACTIVE CONSTRUCTION, INC. Expires: Dec 31I 2021 5110 RIVER RD E TACOMA, WA 98443-2638 CITY ENDORSEMENTS: SAMMAMISH GENERAL BUSINESS - NON-RESIDENT - ACTIVE SUMNER GENERAL BUSINESS - NON-RESIDENT (EXPIRES 4/30/2022) - ACTIVE TUMWATER GENERAL BUSINESS - NON-RESIDENT #R-003088 - ACTIVE UNIVERSITY PLACE GENERAL BUSINESS - NON-RESIDENT - ACTIVE ORTING GENERAL BUSINESS - NON-RESIDENT #18053 - ACTIVE TUKWILA GENERAL BUSINESS - NON-RESIDENT - ACTIVE SEATAC GENERAL BUSINESS - NON-RESIDENT - ACTIVE FEDERAL WAY GENERAL BUSINESS - NON-RESIDENT #17-101998-00-BL - ACTIVE STEILACOOM GENERAL BUSINESS - NON-RESIDENT - ACTIVE BURIEN GENERAL BUSINESS - NON-RESIDENT #02107 - ACTIVE REDMOND GENERAL BUSINESS - NON-RESIDENT #RED95-000024 - ACTIVE DUTIES OF MINORS: Ages 16-17: Light office work - filing, organizing Ages 14-15: light office work - sweeping, filing, organizing LICENSING RESTRICTIONS: It is the business's responsibility to comply with minor work permit requirements. See WAG 296-125-030 and WAC 296-125-033 for Non -Agricultural and WAC 296-131-125 for Agricultural guidelines and restricted activities. Minors may not operate or work in close proximity to heavy moving equipment. This includes, but is not limited to, earth -moving machines, cranes, compactors, forklifts and tractors. WAC 296-125-030(17) IIlkL 110N'l1l Wtil I1GI• IIIV IV 11 a, /•111i IIl v151.E 11I%• .11111 Ill!'lL I I I I I I l r 114' I I i:n 1111' {Ri•III1- N.nlll'll dlSu�!'. Il■ dP[ l'Illlll� III Ii� rlrrr II11fI'rd, III,' ll+ 1•iRL'r a 1'114fic, Illy IRII rI III.1lIVll dirt lilt, •IlllllIk ,IIII'l l Ltd I r1,I1I1119r EnII ..nul alr nl.Ill• I1I fin• Iw'.l nl III, nl In•l klI.pt% h .• •I.II1 11-I IPI13Pi. • aifl a P11111H Iral 1Il 1 nllyli. m. 1• 1%l111 .III 'tpl 1i, AIll• S Vat.I I II 11;1im 0.111•. , moll 6. .lull r llr I I•'.;llld llnll' UBI: 273001533 001 0001 ACTIVE CONSTRUCTION, INC. 5110 RIVER RD E TACOMA, WA 98443-2638 STATE CIF WriSHINC."KIN UNEMPLOYMENT INSURANCE - ACTIVE INDUSTRIAL INSURANCE - ACTIVE MINOR WORK PERMIT - ACTIVE TAX REGISTRATION - ACTIVE FIFE GENERAL BUSINESS - NON-RESIDENT - ACTIVE ELLENSBURG GENERAL BUSINESS - NON-RESIDENT - ACTIVE PUYALLUP GENERAL BUSINESS - NON-RESIDENT #2006506 - ACTIVE LAKEWOOD GENERAL BUSINESS - NON-RESIDENT - ACTIVE YELM GENERAL BUSINESS - NON-RESIDENT #11498 - ACTIVE -7 Expires: Dec 31, 2021 BUSINESS LICENSE Profit Corporation ACTIVE CONSTRUCTION, INC. 5110 RIVER RD E TACOMA, WA 98443-2638 REGISTERED TRADE NAMES: ACI ACI, INC. Ihi< dof unu4m list, thr re.0shations, cntlrg+.41wllts, .110 lit pnses .11411.>r it toi tht• lusines n.utie;�l .how•. IIN actephtsf;.l]ii5 douunenl.Ilu• lit rjisee u•rtilies the in(u.n1,rtiull oo the opltlication ar.a. ttaltgaleh•, h-nr•, ,n.sl all unite to tlir Iwo nl hiti m Iwi knomh-dl;r• .13141 Ih.al Inmm.- to ill hr conrlu.led ill e•nuph aw 6• uilh .ill applic,thlr H.state, com1h, .end . ilv Ie}ml.ahons. STATE OF WASHINt_TON UBI: 273001533 Oat 0001 ACTIVE CONSTRUCTION, INC. UNEMPLOYMENT INSURANCE - 5110 RIVER RD E TACOMA, WA 9W3-2638 ACTIVE INDUSTRIAL INSURANCE - ACTIVE MINOR WORK PERMIT - ACTIVE TAX REGISTRATION - ACTWE FIFE GENERAL BUSINESS - NON-RESIDENT - ACTIVE ELLENSBURG GENERAL BUSINESS - NON-RESIDENT - ACTIVE PUYALLUP GENERAL BUSINESS - NON-RESIDENT #2006506 - ACTIVE LAKEWOOD GENERAL BUSINESS - NOWRESIDENT - ACTIVE YELM GENERAL BUSINESS - NOWRESIDENT #11498 - ACTIVE Issue Date: May 21, 2021 Unified Business ID #: 273001533 Business ID #: 001 Location: 0001 Expires: Dec 31, 2021 Expires: Dec 31, 2021 IMPORTANTI PLEASE READ THE FOLLOWING INFORMATION CAREFULLY BEFORE POSTING THIS LICENSE General Information Endorsements Post this Business License in a visible location at your All endorsements should be renewed by the expiration place of business. date that appears on the front of this license to avoid any late fees. If you were issued a Business License previously, destroy the old one and post this one in its place. Login to My DOR at dar.wa.go_v_ if you need to make changes to your business name, tocation, mailing address, telephone number. or business ownership. Telephone: 360-705-6741 If there is no expiration date, the endorsements remain active as long as you continue required reporting. Tax Registration, Unemployment Insurance, and Industrial Insurance endorsements require you to submit periodic reports. Each agency will send you the necessary reporting forms and instructions. For assistance or to request this document in an alternate format. visit http://business.wa.gov/BLS or call (360) 705-6741. Teletype (T1Y) users may use the Washington Relay Service by calling 711. 81-S-700-107(07/27/20) ACTIVE ACICONSTRUCTION INC. RE: Active Construction, Inc. City of Kent Statutory Requirements per Bid Documents To Whom It May Concern: Active Construction, Inc. (ACI) is writing to provide an official statement to confirm that ACI, including any of its affiliated companies under majority ownership or under control by the owners of ACI, 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). Furthermore, ACI is not a "willful' violator as defined in RCW 49.48.082 or any provisions of chapters 49.46, 49.48, or 49.52 RCW within three (3) year period immediately preceding this bid solicitation date. Sincerely, Active Construction, Inc. David Ceccanti President PO BOX 430 PUYALLUP, WA 98371 PHONE (253) 248-1091 FAX (253) 248-1092 www.activeconstruction.com ACl is an "Equal Employment Qpportunity Employer" License Q.0 Master Business License - Active 273001533 Ol 01 19 pro erties 01.0 Legal Entity Registration 273001533 12/31/2019 F 101.1 Legal Entity Registration 603361054 12/31/2019 F 01.2 le¢al Entity Registration 602633496 12/31/2019 F 05.0 Resellers Permit A16 0396 15 12 31 23 06.0 Hazmat Cart of Registration 06 30 22 07.0 Workers Com 08 0 Empbyment Security Dept _ ""'--" ID9.0 Minor Work Permit 12 31 22 10, SOS Annual Report (AC) 12 31 22 11.0 DOT- Motor Carrier ID Report 505293 02 01 24 12.OTrademark 1025 25 12.0 Wordmark 11 23 25 Auburn BUS27200 Bellevue 58966 ACTI E 12 31 22 Bremerton ,Burien 2107 12 31 22 Centralia 10 31 22 Des Moines 6 OS 31 21 DuPont Elma 97 F 3 31 21 17-101998-00- 12/31/22 Federal Way BL Fife CON-000057 LIZL31 21 Gig HarborHHE�� 14 12 31 22 Kent 2018 31 22 ___.. 1100008076 1 22 North Bend 19174 Port Orchard OV.—I Poulsbo BL00883 P llup 02006506 Redmond RED95-000024 Redmond Side Sewer) Renton 41524 Seattle 110446 _ �aF 1� i i 12/31/2019 F Seattle (Side Sewer) Shelton 60410 12 31 22 Snoqualmie �ODOOOO110232 12/31/2 Steilacoom 20-084 F 12 31 21 12/31/22 Sumner System for Award MGMT(SAM) 10 27 22 Tacoma 500006071 12/31/22 Tacoma - Annual Fire Hyd Insp. 624728 (FCFI) 01 22 Tacoma - Hot Works Permit i 12/31/22 T-n— . - Xni.tar 9v9tem5 Permit 614019 Place L -'L 1TI1498 12 31 22 pdated: 3/28/20722:22PM ACTIVE CONSTRUCTION, INC. BIDDER QUALIFICATIONS - COMPLETED AND IN PROGRESS PUBLIC WORKS PROJECTS Completion Job Description Owner Owner Rep Phone Contract Value Job # Date City of Lacey Roger Schoessel (360) 438-2639 $ 2,755,519.00 10.001 2011 Road Extension City of Olympia Jim Rio->JFran Eide (360) 753.8484 $ 5,513,734.84 10-003 2011 Avenue Improvements Tribe Dave Nichols (3W) 426-4232 $ 1,899,487.74 10-016 2011 kHaarrtson m sh AltemeteAocess RoadSkdkomish Lacey Roger Schnessel (360) 438-2639 $ 624,692.86 10-018 2011 bound Britron ParkwayCity of (360) 753-8484 S 1,348,423.94 11.001 2012 erson Blvd Sanitary Sewer & Water Main Realignment CityofOlympiaJim Rioka 11.005 .13 nter Road Reconstruction City of Lacey Dale Mix (360) 43&2639 $ 9,024,507.73 11.006 2013 Cushman TrailCuvertRepair CiryofGg Harbor 'Maureen Whitaker 253-853.7618 $ 49,000.00 Pierce County Helmut Schmidt (253) 79&2728 $ 1,055,705.60 11-009 2012 Warren Creek Pierce County Ingo Kurhta (253) 79&6165 $ 568.807.35 11-014 2012 Needham Road Setback Levee WSQOT Dennis Steinberg (253) 365-6730 $ 519.146.26 12-004 2012 VIC 1-5 Puyallup River Bridge- Sidewalk Ramps 12.005 2013 181h Ave Half Street Improvements City of Olympia Jim Roux (360) 753.8484 $ 3,008,361.33 12.007 2013 56th St. NW1Pt Fosdick Dr NW Street Improvements City of Gig Harbor Marcos McGraw (253) 851-6170 $ 2,454,49720 12408 2013 70th Ave. E. Phase 2 City of Fife Ken C44 (253) 922-9315 $ 8,003,125.61 12-017 2013 Capitol Way Overlay Improvements City of Olympia Brett Bures (3W) 753.8568 $ 226,850.24 12-020 2013 Puyallup River Floodplain Restoration at Fennel Creek Pierce Count' .N Zehni (253) 788-2725 $ 12-024 2013 62nd Ave E Sidewalk and Sheffield Trail and 20th St E Crosswalk City of Fite Russ Blount (253) 922-2489 $ 468.940.65 468,940.65 12.028 2013�Wlilkeson West Lake Sammamish Parkway Phase 1 1-90 Roundabout to SE 34th St City of Bellevue Carl Hallam (425) 452d170 $ 6,560,548.46 13-002 0013NO SR 167 to NB 1-405 Major Drainage Repair WSDOT iBroch Bender (20fi) 440-4699 $ 419,205.01 13.010 2013 Creek Access Road Puyailup Tribe Andrew Strobel (253) 573-7879 $ 434,42323 13-011 2013 Orville Road Engineered Log Jam Setback Revetment Pienx County At Zehni (253) 798-2725 $ 788,825.53 13-015 2014 SR7 Muds Cr Trib-Nisq Riv Remove Barrier WSDOT Mark Carson (390)57M761 $ 1,103,022.10 13-017 2014 Larchmonl Wetland Reserve Pierre County .N Zehni •(253) 798-2725 S 653.314.39 13-020 2014 Taxiway C & North Taxiway W Rehab & Terminal Entrance Widening Port of0lympla Bill Helbig (380) 52ti•6022 $ 2,069,196.55 13-022 2014 Reservation Road Reconstruction Skokonash Tribe Dave Nichols (3W) 4264232 $ 939,086,15 13-029 2014 Chehalis Western Trail Phase 3 Thurston County Matt unzelman (360) 867-2300 $ 2,732,360.14 14-004 2017 Middle Fork Snoqualmle River Road US DOT -Craig Sanders (360) 619-770D $ 15,586,595.42 14-007 2014 Boulevard Rd & 22nd Ave City of Olympia Rolland Ireland (3501753-8721 $ 2,481,952.96 14.011 2017 Upper Clear Creek Mitigation Site Port of Tacoma Davefvyers (253)428-8612 $ 5,415,690.47 14-012 2014 Delphi Road Safety Improvements Thurston County Matt Unadman (360) 867-2300 $ 1,042,109.07 14-013 2015 Chambers Lake Stormwater Treament Facility City of Lacey Roger Schoessel (360) 43&2639 $ 2.116.312.11 14-014 2015 Salmon Creek Bridge L-4 Replacement Thurston County Matt Uroalman (360) 867-2300 $ 1.431.682.14 14-019 2016 Tacoma Pedestrian Crossing Improvement City of Tacoma Mark 17Andrea (253) 591-SSW $ 2.523.400 00 City of Lacey Roger Schoessel (360) 438-2639 $ 599,599.00 14-024 2015 Golf Club Road Extension City of Tum water John Norman (253) 754-5855 $ 1,265.116.00 15-003 2015 Capitol Blvd - M Street Pierce County Ingo Kuchta (253) 798b165 $ 265,118.00 15-0D4 2015 Neadham Road In -Stream ELJ Mitigation Project 15-D07 2016 W,aameae Drive NE & 31st Ave Improvements City of Lacey RogerSdnoassel (360) 43&2639 $ 1.522.533.93 Active Comtruction, Inc. Confidential Updated: 111012022 Page 1 of 4 ACTIVE CONSTRUCTION, INC. BIDDER QUALIFICATIONS - COMPLETED AND IN PROGRESS PUBLIC WORKS PROJECTS Job # Completion Job Description Owner Owner Rep Phone Contract Value 15-M Date 2015 Fennel Creek Property Restoration Phase 211408-124 pierce County Helmut Schmid) (253) 796-2728 E 527,710.56 16-1 2016 Frnxood Condos Stormwater System & Wapato Creek House Removal City of Fife Ken Gill (253) 922-9315 $ 424.259.90 16-004 2016 WARC Access Road 'Thurston County Matt Urzel man (360) 967-2300 $ 916,456.88 16-DOS 2016 216th Ave SE Roadway Improvements SE 272nd (SR 516) to SE 283rd St City of Maple Valley Kim Scattarella (425) 413-8800 $ 1,983,562.15 16-007 2016 Manchester Stormwater Retrofit and Traffic Improvements- Phase 3 IKitsap County Steve Nichols (350) 3375777 $ 1,212.21200 16.DOS 2017 Tumwater Blvd/1-5 SS Ramp Improvements Project Ciry of Tumwater John Norman (360) 754.5855 $ 991,409,95 16-013 2017 Patix Avenue South -125th Street South to Garfield Street South Pierce County Henry Ger ije (253) 798-7250 $ 650,650.00 16-014 2017 Cleanwater Centre Site Work Port of Olympia Tyson Carpenter (360) 526.60M $ 2,167,099-24 16-018 2017 Til Road Curve Culvert Replacement Thurston County JiMatt Uruelman (360) 857-2300 $ 434.756.39 16-020 2017 Tyee Drive Extension / Israel Road Improvements Project er John Norman (360] 754-5855 $ 3,354,711.99 16-021 2017 SR 302-1.15 Miles S of E Victor Road Major Drainage Robert Christopher (360) 705-7337 $ 422.422.00 16-023 2016 Emergenry Vehicle Operations Course (EVOC) =vVSD0T rise Services Doug McCWden (360) 407-9302 $ 2,064,974.00 16-026 2017 Kirsop Road Maintenance Project ter John Norman (360) 7545B55 E 167,072.00 16-029 2017 Captcl Blvd & U Street Pedestrian Improvements ter John Norman (360) 754-5855 $ 137,137.00 16-030 2018 East Lake Sammamish Mash Plan Trail South - Segment A King County Gina Auld (206) 477-4552 $ 4,489,832.49 17-001 2018 Fairwood West HOA Pipe Replacement King County Gina Auld (206) 477-4552 $ 785,785.D0 17-002 2018 78th Avenue E & 11541h Street Intersection (Pierce County -Greg Hess (253) 798-4233 $ 1,706,337.47 17.007 2019 40[h - 42nd Avenue South -Phase 3 City of Tukwila Cindy Knighton (206) 431-2450 $ 6,827,798.00 17-DOS 2017 1 st Street SW Improvements City of Yelm Maryanne Zukowski (350) 458-8499 $ 318,318.00 17.009 2017 21st Avenue Pedestrian Improvements City of Federal Way Christine Mullen (253) 835-2723 $ 685,885.00 17-010 2018 Washirl Ave. Two Way Leff Turn Lane Improvements City of Orting (380) 893.2219 $ 1,344,W8.89 17-012 2017 Runway Safety Improvements Vashon )stand King County Airport Bryan Condon- Engineer (503) 419-2130 $ 505,043.93 17-013 2017 M Street SE Improvements City of AuburnMatfhew Larson (253) 931-3000 $ 1,583,397.89 17-014 2017 Cioquallum Road MP S85 to 6.60 Mason County ISsrah Grice (3W)427-9670 $ 2,123,123.00 17-015 2018 Bridge 928183A Replacement Slh Ave E NoAh Fork Muds Creek Pierce County 'Henry GeMe -(253) 798.7250 $ 1,418,750.00 17-016 2018 Rich Road SE Phase 2 Thurston County Matt Urizeiman (360) 867-2300 $ 1,848,848A0 17-019 2019 Tremont Street Widening City of Port Orchard Mike Pleasants (360) 878-4407 $ 12,779,179.00 17-024 2018 Boulevard Road and Morse -Merryman Roundabout City of Oympia Rolland Ireland (360) 753.8721 $ 3,336,041.00 17-025 2018 Phase 2 Orville Road Engineered Lag Jam Setback Revetment Phase County , AJ Zehni (253) 798-2725 $ 1,251.545-00 17.028 2018 701h Avenue Sewer and Water Extension 01y ofTunwvater John Norman (360) 754-5655 $ 986,791.00 17-032 2018 iSO Avenue Improvements Ciry of Fife Ken Gill (253) 922-9315 E 3,040,502.00 18-002 2018 8th Street E & 54th Ave E Culvert Gity of Fife Ken GPI (253) 922-9315 $ 1,161,962.83 18-M 2018 East 25th Street Improvements City dTacoma Diane Sheer ley E 062,000.00 18-D06 2018 Lower Coal Creek Flood Hazard Reduction City of Bellevue 'Debbie Hams (425) 452-4367 $ 2,528,000.00 18.009 2019 22nd Avenue and 152nd Street Intersection Pierce County Greg Hess (253) 798'4M $ 2,340,000.00 18-010 2018 Eall Creek Flood Plain Revetment Pierce County Al Zehni (253) 798.2725 $ 576.000.00 Active Construction, Inc. Confidential Updated: 1/1 (Y2022 Page 2 of 4 ACTIVE CONSTRUCTION, INC. BIDDER QUALIFICATIONS COMPLETED AND IN PROGRESS PUBLIC WORKS PROJECTS Job # Completion Job Description Date 18-011 2019 EVOCSkidPanRepair- WAStatePatrolTrainingCourse 18.014 2015 Clarks Creek Channel Stabilization 16-017 2018 Desoto Street Stabilization and Rehabilitation 18-018 2019 Capitol Blvd Israel Rd to 73rd Ave 18-020 2018 Reservation Road Sidewalk 18-023 2019 Military Road S & S 29M St. Compact Roundabout 1 B-026 2019 Capitol Campus Utility Renewal 18-033 2019 SR510 Meridian Rd SE Roundabout and Paving 62nd Avenue NW & 144th St NW Intersection McKnight Middle School Field Improvements Lebanon Street Extension M200220D Steilacuom Blvd SW Improvements 55th Ave S at Bingamon Creek Culvert Replacement College Street and 22nd Ave Roundabout 19-011 2019 Lower Coal Creek Flood Hazard Reduction - Group 3 194)14 2019 SIR $20 80th Ave to 108th 19-015 2019 15Dth Newport Way Roadway Improvements 19-016 2019 SWM Drainage & Traffic Safety Improvements 19-017 2020 College Street and Yelm Super T Pavement Rehabilitation 19.019 2019 Westside Highway SW Roadway Repair 19-020 2020 Park Street Roundabout 19-021 2019 Highway Safety Improvement Program Phase 2 19-022 2019 Orvrnpe Rd EW Setback Revetment Ph 28 19-023 2019 takemont Blvd SE Repairs & 164th Ave SE and SE 19-027 2019 SE Kent-Kangley Road 1242nd Avenue SE Intersection Improvements 19-028 2019 Hosmer Holding Basin Maintenance 19-029 2020 Sanderson Field Runway Pavement Overlay Construction 19-035 2020 Log Yard Rd And SR 3 Roundabout Construction 19-037 2021 MuuenRoad- LaceyCityLimitstoCarpenterRoed 19-041 2020 104th Ave NE and NE 10th St Roundabout 19-0142 2020 SE Newport Way Somerset Blvd to 15Dth Ave SE 19-D45 2020 South Dash Point Road Improvements 20-002 2020 Ord ngKapowsin E - Orville Rd E to 2641h St E 20-009 2020 Onyx Drive Roadway Improvements 20-010 2020 South Prairie Floodplain and Off -Channel Restoration Project 20-011 2020 Big Rock State Park Site B Ph. 1 Improv. 20-014 2021 W Its Street and 4th Avenue S Roundabout Active Construction. Inc. Confidential Owner Owner Rep Phone Contract Value )ept of Enterprise Services Doug McCudden (360) 407-9302 $ 1,250,000.00 _&AS amity of Puyallup Paul Marrman (253) 841-5498 $ 2,925,542.81 Cityof Tumvrater John Norman (360) 754-$655 $ 1,560,560.00 City of Tumwater John Norman (360) 754-5855 $ 2,213,213.00 SkokomishTribe Dave Nichols (360) 42&a232 $ 336.336.00 City of Federal Way Christine Mullen (253) 835-2723 $ 742,142.00 Dept of Enterprise Services Hamed Khalili (34W-7979 60) $ 810,000.00 E&AS WSDOT Brian Whitehouse (360) 570-6786 $ 2,484,484.00 (Pierce County Greg Hess (253) 798-7250 $ 2,376,376.00 Renton School Dist Stewart Shusterman (425) 20"403 $ 1,793,793.00 City of Lacey Aubrey Collier (360)438-2639 $ 613,613.DD Town of Steilacoom Mark Burlingame (253) 581-1912 $ 2,942,942.00 IKng County Mark Hoge (206) 2639325 $ 1,309,309. nn City of Lacey Aubrey Collier (360) 43B-2639 $ 5.920.920.OD City of Bellevue Jim Stockwell -(425) 452-4866 $ 2.920.820.00 WSDOT Evelyn Pao (425} 495-1577 $ 1,177,177.00 Lily of Bellevue Jun Suk An $ 2,709,933.00 -City of Tacoma Was Oestreich {253) 594-7871 $ 1,476,476.00 City of Lacey JAubrey Collier (360) 436-2639 $ 4,142,142.00 Icing County iMark Hoge (206) 263-9325 $ 414,414.00 City of North Bend Tom Mohr (425) 88&7653 $ 2,154,154.00 Lexis County Malcolm Bowie (360) 740-1175 $ $93,893.00 Pierce Courtly Surface Water David Davis (253)795-6157 $ 1,063,550.50 City of Bellevue Dale Lydin (425) 452-4170 $ 1,532,532.00 City of Maple Va6ey Terry Wright (425) 413-8800 $ 766,766.00 City of Tacoma Steve Hoffman (253) 502-2225 $ 1,148,153,36 Port of Shelton Wendy Sm@h (360) 426-1151 $ 2,838,7B3.00 Masan Transit Authority iDanette Brannin (3W) 4.32.5750 $ 7422,172.00 Thurston County Matt Unzel man (360) 867-2300 $ 9,467,467.00 Cary of Bellevue Jun Suk An (425) 452-4230 $ 1,245,245.00 City of Bellevue Paul Krawczyk (425) 452-7905 $ 6,529,529.00 City of Federal Way lChnstine Mullen -(253) 8352723 $ 1,159,159.00 Pierce County .Arnie Shepard (253) 79&7250 $ 1,305,305.00 City of Lakewood Eric Swanstrom (253) 983-7795 $ 3,955,955.00 SPSSEG Kristin Williamson (360) 561-1715 $ 2,244,696.26 City of Sammamish Monica Thompson (425) 295-0500 $ 2,566,334.88 City of Kent Tim Laporte (253) 856-5506 $ 4,759,759.00 Updated- 111012022 Page 3 of 4 ACTIVE CONSTRUCTION. INC. BIDDER QUALIFICATIONS. COMPLETED AND IN PROGRESS PUBLIC WORKS PROJECTS Job # Completion Job Description Owner Owner Rep 'Phone Contract Value 20-016 2021 Cirque Drive West Phase 3 Roadway Improvements 'City of University Place Jack Edklund (253) 460-5411 $ 2,058,058.00 20-019 2021 Kitsap Lake Elementary Safe Routes to School City of Bremerton Andrea Archer -Parsons (360) 473-5323 $ 2,281,183.00 20-021 2021 Citywide NHS Resurfacing City of Tumwater Brandon Hicks (380) 754.4140 $ 3,894,894.00 20-024 IN PROGRESS Johnson Parkway & SR 305 Roundabout, Noll Corridor - South Segment Cityof Poulsbo Josh Raney (—) 394-MM $ 15,323,323.00 20-026 2021 jOrville Road Engineered Log Jam Setback Revetment Phase 2C Pierce County Surface Water 'David Davis (253) 79"157 $ 1,259,259.00 20-028 2021 Edgewood Community Park City of Edgewood Jeremy Metzler (253) 952-3299 $ 3,295,425.00 20-031 IN PROGRESS Mountains to Sound Greenway Trail Phase 2 Cityof Bellevue Dale Lydin (425) 452-4170 $ 7,570,570.00 20-032 2021 'US 101, Morse Creek Vicinity Safety Improvements 'uVSDCT Dan MCKeman (360) 565-0620 $ 2,D69.069.00 21-001 2021 Huge Creek Culvert Replacement Pieroe County Surface Water At Zehni (253) 79&4228 $ 945.377.00 21-002 2021 Kitsap Way Culvert Replacement City of Bremerton Gunnar Fridriksson (360) 4735758 $ 1,725,725.00 21-M 2021 IMtlury Island Open Space Remediation King County Mark Hoge '(206) 28339325 $ 1.250.145,00 21-004 2021 (Lake Wash ington Loop Trail City of Renton Hebe Bernardo (425) 430-7200 $ 1,709,709.00 21-006 2021 'Stowell Road MP 0.57 Bridge Scour Repair ILevds County (380) 740-2671 $ 320,320.00 21.007 2021 Capitol City Goff Course WWWImprovements City of Lacey Aubrey Collier (3W)433-2639 $ 7,724,291.00 21-W9 2021 Sidney Ave Sewer Repair City of Port Orchard Chris Hammer (360) 8764407 $ 358.358.00 21-011 2021 t 12th Ave NE Corridor Improvements City of Bellevue IMike Rodni (425) 452.4870 $ 2,469,469.00 21-012 2021 Lipper Nisqually River Levee Revetment Retrofit Ipieros County Surfaoe Water Ingo Kutchta (253) 79&8165 $ 2,822,822.00 21-013 IN PROGRESS Oyster Bay Beach Sewer Upgrade City of Bremerton Bill Davis (360) 473-2312 $ 6,237,237.00 21-014 2021 'North 53rd Street improvements - Pead to Bennett City of Ruston (253) 759.35" $ 577.577.00 21-017 IN PROGRESS Dupont - Steilacoom Road Improvements City of Dupont Gus Lim (253) 964-8121 $ 3,479,479.00 21-016 IN PROGRESS Vail Road SE improvements Phase 2 Thurston County Maras Storvick i(360) 867-2292 $ 1,960,980,00 21-021 IN PROGRESS S 277th Bridge No. 3126 Replacement King County Victor Daggs (205) 423-1063 $ 1,477,477.00 21-023 IN PROGRESS Coal Creek Bridge No. 3035A (King County 'Victor Daggs (206) 423-1063 $ 2,985,985.00 21-024 IN PROGRESS 130th Ave NE Station Area Park and Ride City of Bellevue Gregory Lucas (425) 452-4870 $ 4,400,400.00 21.025 IN PROGRESS Kitsap Way (SR310) and Warren Avenue (SR303) Traffic Signal and Multimodal City of Bremerton Bill Davis (380) 473.2312 S 2,488,573.00 21-027 IN PROGRESS Harborview Drive and Stinson Ave Intersection (City of Gig Harbor) City of Gig Harbor Aaron Hulst (253) 853.7620 $ 2,168,441.18 :21-030 IN PROGRESS RevtalmngTaoomdsBrewery District City of Tacoma Totoy Mathison (253)5915519 $ 6,605,005.00 21-036 IN PROGRESS Orville Road Engineering Logjam Revetment Phase 2B Year 2 Pierce County Surface Water I 'David Davis (253) 798.6157 $ 2,124,124.00 21-038 IN PROGRESS Harrison Avenue Improvements City of Centralia Patty Page (360) 330.7512 $ 1,469,469.OD 21-039 IN PROGRESS NE Spring Blvd -130th Ave NE to 132nd Ave NE City of Bellevue $ 6.161.161.00 :21-041 IN PROGRESS Lake to Sound Trail Segment C SeaTac King County $ 6,857'857600 21-042 IN PROGRESS Lakota Middle School SRTS 10ty of Federal Way John Mulkey (253) 835-2722 $ 2,036,036.00 Active Construction, Inc. Confidential Updated: 1l10f2022 Page 4 of 4 ACIACTIVE CONSTRUCTION INC. RE: Active Construction, Inc. City of Kent Bidder Responsibility Criteria To Whom It May Concern: The following is a list of key individuals within our organization that would be available for the project referenced above. Be advised that this list of individuals could change depending on project award date and additional commitments that may arise. • Jim Holland — Project Manager with 25 years of experience. Presently he has no commitments that would prevent him from managing this project. • David Peterson — Project Manager with 15 years of experience. Presently he has no commitments that would prevent him from managing this project. • Eric Johnson — Project Superintendent with 30 years of experience. Presently he has no commitments that would prevent him from managing this project. • Kevin Aahno — Project Superintendent with 25 years of experience. Presently he has no commitments that would prevent him from managing this project. Sincerely, Active Construction, Inc - PO BOX 430 PUYALLUP, WA 98371 PHONE (253) 248-1091 FAX (253) 248-1092 www.activecons rudion.com .40 is an "Equal Emphn neni C)Iryorlrurin' Enrlrlo.i er %( 71-1 "CI- 16441- Revised 212212022 ACTIVE CONSTRUCTION, INC. CURRENT EQUIPMENT LIST (by Categories) 10 Revised 212212022 ACTIVE CONSTRUCTION, INC. CURRENT EQUIPMENT LIST (by Categories) YEAR MODEL 9 1997 416C 0 1997 •416C 4 1997 -416C 19 1998 -416C 10 1998 416C 1 1998 416C 17 1999 416C 7 2005 420D i8 2005 420D i9 I 2005 420D i0 2005 420D r9 2005 420D 10 1 2005 -420D 14 1 2005 420D GAT Backhoe & Comp. — 5YNO857 CAT Backhoe & Comp, — 5YNO1309 CAT Backhoe & Comp. —5YN01304 CAT Backhoe & Comp. — 5YNO4932 CAT Backhoe & Comp. — 5YNO4933 CAT Backhoe & Comp. — 5YNO4934 CAT Backhoe & Comp. — 4ZN16759 CAT Ext.BackhoeOFDF20782 Pen Li I CAT ExtBackhoe OFDP20704 Pen Li l CAT ExtBackhoe- OFDP21455 CAT Ext Backhoe OFDP21495 Pen Li CAT Backhoe 4inlBkt-OFDP22993 CAT Backhoe- OFDP23007 CAT Backhoe- OFDP25283 CAT Backhoe & Comp HLS00762 CAT ExtBackhoe & Comp OHLS00885 .--- - . "--'-`-- u n-.-- - -m Oft 51 1989 WA450 KDMATSU Wheel Loader —20186 203 1980 530-80 1 CHAMP B4O00 lb Fork Lift - 880337 275 2000 763 BOBCAT LoaderiSweeper 512253989 289 WA480-5 KOMATSU Wheel Loader —A37119 352 44J JD Wheel Loader - 610911 360 12007'WA380E-6 KOMATSU Wheel Loader — 53350 410 644K JO Wheel Loader - 634890 424 2011 -644K JD Wheel Loader - 633731 435 2012 644K JD Wheel Loader - 648774 440 2012 644K JD Wheel Loader - 638576 470 2012 724K JD Wheel Loader - 649056 488 2014 644K JD Wheel Loader - 661680 512 2017 L11OH Volvo wheel loader-631328 5131 2017 644K JD Wheel Loader -1dw844kx HF681762 535 2019 1J2Wheel Loader -1 DW644KZPKF696544 sae �n�� anal .In Wheel Loader-DW644LZPLL707978 4a 43 424 thru 429 wanco message board 6 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 (March 29, 2022), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). iq&n Uc ' � uGr1 J-iuG Bidder's Business Name Signature of Authorized Official* 0Ay10� Printed Name 2 _ rf Title G 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. EVH Slump Repair REBID/Holcomb 25 March 14, 2022 Project Number: 15-3009 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 (March 29, 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. hcn w 6W 67WL77 VA- zNG Bidder's Business Name l� Signature of Authorized Official* yla &� 1?n Printed Name Title 312q/2Z _ .�rn� pj)� 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. EVH Slump Repair REBID/Holcomb 26 March 14, 2022 Project Number: 15-3009 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 seen (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within forty (40) 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 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 mound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: � -m � EVH Slump Repair REBID/Holcomb Project Number: 15-3009 NAME OF BIDDER Signature of Authorized Representative (Print Name and Title) JE�qlo 1-r-11 VC)o ew- 7- Address GamA Grp I�t 3 27 March 14, 2022 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Active Construction, Inc. and Liberty Mutual Insurance Company as Principal, as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent (5%) of Bid Amount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for 84th Ave S (East Valley Highway) Slump Repair/Project Number: 15-3009 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 29th DAY OF March 2022 Received return of deposit in the sum of Active Construction, Inc. PRINCIPAL oy M tual I surance Company Y Holli Albers, Attorney -in -Fact 20—_ EVH Slump Repair REBID/Holcomb 26 Project Number: 15-3009 March 14, 2022 0�Li beM mutuai. SURETY This Power of Attorney limits the acts of those named herein, and they have no authority to bid the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 8207353-023049 KNOWN ALL PERSONS BY 'THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the Slate of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachuselts, and West American Insurance Company is a corporation duly organized under the laws of the Slate of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, conshtute and appoint, Aliceon A. t)pher KeIncr: AIyssa J. I.na: Arsibi,r Ln yn Reese: Amelia 6, 1111rrill; AnneIics M_ Riell icA 13';___ _.. 1 h'rl3lenNlo,lcv I lulli cicn:Alh rs`J:sSIuh1T (f laddock-11 it t Io 13, 14anxfield: Mititi M. Webb: Sara Sophie Set tin; 1 alnar:r A. Itm WIWI, ttorney-in-fact to make, of the city of 'Faaonn state of tYr1 each ilydimduaSly if there be more than one named, its true and lawful a execute, seal, acknd owedge and eliver, for and on its behalf as surely and as its act and deed, any and all undertakings, bonds, recognizances and othersure ty obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attomey has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17511 day of F%chnrnr,, 202 Liberty Mutual Insurance Company 4 tNsbR 414 INsU,q a %Ssuo The Ohio Casualty Insurance Company JA wsnr+� qy aP ppengy yy 4PKraP4 m West American insurance Company r�1912 UJ 0 0¢1919Wa 1991 o [.-E d aJ0C7 Or h� By: / ro David M. Carey, Assistant Secretary 5 m E o (0 State of PENNSYLVANIA o} rn County of MONTGOMERY ss U ca On this 17th day of Fell- 2022 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance cQ o m Company, The Ohio Casually Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument far the purposes QJ —�—, �� therein contained by signing on behalf of the corporations by himself as a duly authorized officer. Q � ry m a IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. Q D , Camrtxmx•imflrr of Pu+trk6V"nia - NotarySept iP 1• &a C Teresa Pasiei(a, Notary u is ti �P _ Montgomery County L y commission expires March 28, 2025 By: y Cornmr:t5iwt number 1$0106 yvY_kJ �C, loan[nr.Pennsyr'vani.•AmmilmrofNarinea ^fr eresaPastella, NotaryPulAc This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows; ARTICLE IV — OFFICERS: Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President and subject to such acknowledge ge the Chairman surely the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to actin behalf of the Corporation to make, execute, seal, acknowledge and deliver as surely any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact, subject to the limitations set forth in their respective powers of ahomey, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the provisions of this article may be revoked at anytime by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XI11— Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject a such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver ey surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as 'If signed by the president and attested by the secretary. orizes David M. facswin- tificate ofasmay be Designation to ct on behalf of the Company toe President of the Company, acting make, execute, seal, acknowledge and delo the Bylaws of the iveraas surety any and all urndertakings tbonds, recogniry to zantces and other nt such surety obligations. Authorization - By unanimous consent of the Company's Boar] of Directors, the Company consents that facsimile armeChanically Ieproduced signature of any assistant secretary of the Company, wherever appearing upon a oerlified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. ance Company, rty ual herby ccrUTylewellyn, the thaI the original powertoffalarney of which he forog I ssistant Secretary. The g is a full itue ano Casualty rd correct copy of thePowerlOf Attorney exec executed by sa d ComNniesCompany, and West m iss futi force ar d effuct �u has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 29th day of March in 7 1NSir �ZY INSU tL 1NSUYpv �aQ 4 KP6"'•C yC �94 v `°��Qr� 3C' r t 1012 y a g 1919 o 1991 0 d By: Yd' ""�rnu3Y Via$' y�3fF'rAM+iaa aa� �S�y "001 +n�aL Renee C. Llewellyn, A5slstanl SeCfetary D � CV iM p O G � Q 2 U) ro oT CITY OF KENT COMBINED DECLARATION FORM: NON -COLLUSION, MINIMUM WAGE NON -COLLUSION DECLARATION I, by signing the proposal, hereby declarer under penalty of perjury under the laws of the United States that the following statements are true and correct: AND 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. 801 Ave S (East Valley Highway) Slump Repair Project Number: 15-3009 NAME OF PR03ECT Ar-nvE e-or (---- NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER EVH Slump Repair REBID/Holcomb 29 March 14, 2022 Project Number: 15-3009 This change order form is for example purposes only. By submitting a bid the bidder agrees to be bound by the terms of this chan a order form for an chancie orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: Insert Coml3any Name ("Contractor") CONTRACT NAME & PROJECT NUMBER: Insert Name of Ori final Contract &Pro ect` if a lical�le ORIGINAL CONTRACT DATE: Insert pate 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 $ EVH Slump Repair REBID/Holcomb 30 March 14, 2022 Project Number: 15-3009 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 Bie e P its Its Public Works Dirertor� (titre) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if mayor's signature required) Kent Law Department EVH Slump Repair REBID/Holcomb 31 March 14, 2022 Project Number: 15-3009 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 .................... ET Orderof Contents.................................................................................Z' Invitationto Bid...................................................................................IJ ContractorCompliance Statement........................................................ Ef Date...........................................................................................1A Have/have not participated acknowledgment .............................E!f Signatureand address................................................................E Declaration - City of Kent Equal Employment Opportunity Policy ........ 0 Dateand signature.....................................................................E AdministrativePolicy...........................................................................� Proposal.............................................................................................. Firstline of proposal - filled in ................................................... Unit prices are correct................................................................ El Bid the same unit price for asterisk (*) bid items.......................El Minimumbid prices are correct...................................................IJ Subcontractor List (contracts over $1M - HVAC, Plumbing, & Electrical) ............ Er Subcontractorslisted properly .................................................... 1CI Signature....................................................................................l� Subcontractor List (contracts over $1M - Structural Steel & Rebar Installation) ..,El Subcontractorslisted properly....................................................Er Dateand signature.....................................................................1r Contractor's Qualification Statement...................................................0" Completeand notarized.............................................................. Er Statement that Bidder Has Not Been Disqualified ................................ El - Certification of Compliance with Wage Payment Statutes....................0 Proposal Signature Page......................................................................17 AllAddenda acknowledged.........................................................� Date, signature and address....................................................... BidBond Form.....................................................................................El Signature, sealed and dated......................................................:� Powerof Attorney...................................................................... (Amount of bid bond shall equal 5% of the total bid amount) CombinedDeclaration Form.................................................................E, Signature.................................................................................... V Change Order Form (Example)............................................................. E' Bidder's Checklist................................................................................12 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 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 QEPORTUNIM COMpLI_A{]CE STATEMEN To be executed by the successful bidder AFTER COMPLETION of this contract. EVH Slump Repair REBID/Holcomb 32 March 14, 2022 Project Number: 15-3009 PAYMENT AND PERFORMANCE BOND KENT TO CITY OF KENT W*6IIINQTG" Bond No. 023221693 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Active Construction Inc. as Principal, and Liberty Mutual Insurance Company *Massachusetts a Corporation organized and existing under the laws of the State of b01ea>hoarogtxslcK*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 $40,466.00 ** _ together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. ** Four Hundred Sixty-six Thousand, Four Hundred Sixty-six and No/100 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 '84th Ave S (East Valley Highway) Slump Repair/Project Number: 15-3009 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subdontractors 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. EVH Slump Repalr REBID/Holcomb 33 March 14, 2022 Proiect Number: 15-3009 TWO WITNESSES_: r PRINT NAME DATE: &2 f7TJYr� �I CORPORATE SEAL: Active Construction, Inc. PRINCIPAL (enter principal's name above) BY: 'David Cccc nti TITLE: President DATE: Aa 1 i i CORPORATE SEAL: DATE: April 8th, 2022 CERTIFICATE AS TO CORPORATE SEAL Witness I hereby certify that I am of the Corporation named as Principal in the within Bond; that David Ceccanti Who signed the said bond on behalf of the Principal Active Construction, Inc. of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. �� &J014 Witness EVH Slump Repalr REBID/Holcomb 34 March 14, 2022 Project Number: 15-3009 �. Liberty mutual. SURETY This Power of Attamey limits the acts of those named herein, and they have no authority to bind the Company except in the mannerand to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 8207353-023049 KNOWN ALL PERSONS BY THESE PRESENTS: Thal The ONo Casualty Insurance Company is a corporation duty organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company Is a corporation duty organized under the laws of the Stale of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Aliceon A. Kelincr; Alvsss'!. Loner Amber Lynn Reese; Amelia G. Burrill; Annelies M. Richic: Brandon K. Bush; Brent E. Ilcilesen; Carley Lspirilu; Christopher Kilos; Justin Dean all of the city or Tacoma state of RYA each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknovdedge and deliver, for and on its behalf as surety and as As act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscriber{ by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 17ih day of February , 2022 . y N N m State ofPENNSYLVANIA r r0�1 County of MONTGOMERY ,O i:3 i> iM .-p 1 � y O �D CU Liberty Mutual Insurance Company �y INSUq ax�Y live& %Nsof The Ohio Casualty Insurance Company WestAmelicanInsurance Company � � °eM a� cacti � a RgRt r�1912%0 F1919wp 1991 0 �� r�Jrp°gacxu=� da yp �`ihaMrb'atir �'r 40ran* orb By: David M. Carey, Assistant Secretary On this 17th day of February , 2022 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the therein contained by signing on behalf of the corporations by himself as a duly authorized officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. Q, �url5vr_ ( commonwealth ofPennsylvania - Notary Seal ru q rr; i Teresa Pastella, Notary Public Montgomery County Y My commission expires March 20, 2025 B 7a Commission number 1126044 y- +Srivr Menibe�. P¢rmsyiYuxa AssoCiw�on of Nprorres eresa Pastella, �r•4rry � This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual ao Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: co tl 00 ARTICLE IV — OFFICERS: Section 12. Power of Attorney. ` r Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the a o President may prescribe, shall appoint such attorneys -in -fact, as may he necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall " have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such ❑ m instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or affamey-in-fact under the � m provisions or this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers gmnting such pourer or authority- l0 ia 2 ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in fun force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 8th day of April .2022 on -- yJC"L'R —R ., .g Fan u s6 m 1912 n a 1919 st 1991 o s g• ¢�+ `�fcurs�gfi�a �flkaµva`` dD'r Yy� 'roa+ftx* bb y' Renee C. Llewellyn. Assistant Secretary ��^^� CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and A(-h\ie- �'D YtY�x , IVIC organized under the laws of the State of , located and doing business at 'D11�) A q, q3 ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: 841h Ave S (East Valley Highway) Slump Repair/Project Number: 15-3009 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. I he contractor is responsible to obtain copies or 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 forty (40) 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 $466,466. 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. EVH Slump Repair REBID/Holcomb 35 April 1, 2022 Project Number: 15-3009 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 City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. EVH Slump Repair REBID/Holcomb 36 March 14, 2022 Project Number: 15-3009 CITY OF KENT BY:�•�` DANA RALPH, MAYOR DATE: 04/15/2022 APPROVED AS TO FORM: K NT LAW DEPARTMENT CONTRACTOR BY: PRINT NAME: ice. oick L ar:- x TITLE:'�i DATE; A�, zo L'a EVH Slump Repair REBID/Holcomb 37 March 14, 2022 Project Number: 15-3009 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. EVH Slump Repair REBID/Holcomb 38 March 14, 2022 Project Number: 15-3009 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: 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 ❑f 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. EVH Slump Repair REBID/Holcomb 39 March 14, 2022 Project Number: 15-3009 EXH 16 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. EVH Slump,Repair REBID/Holcomb 40 March 14, 2022 Project Number: 15-3009 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? EACH OCCURRENCE $ DAMAGE TO RENTED $PREMISES (Ea occurrence)CLAIMS-MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ $ PRO- OTHER: LOCJECT COMBINED SINGLE LIMIT $(Ea accident) BODILY INJURY (Per person) $ANY AUTO OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS AUTOS ONLYHIRED PROPERTY DAMAGE $AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $$ PER OTH-STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below POLICY NON-OWNED 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. TM This page has been left blank intentionally. CNA CNA PARAMOUNT Schedule of Forms and Endorsements Policy Number: 5093447379 I. CNA PARAMOUNT A. Policyholder Notices Endm't Form Title Form Number Form Number Edition PHN OFFER OF TERRORISM COVERAGE-DISCLOSUR OF PREM CNA62820XX 01-21 Policy Holder Notice - Countrywide CNA74722XX 01-15 Policy Holder Notice - Countrywide - Premium Basis CNA75144XX 04-15 Used on Liability Schedules Policy Holder Notice - Countrywide - Contractors' CNA82876XX 07-15 General Liability Extension Endorsement Policy Holder Notice - Countrywide CNA89319XX 06-17 B. Policy Terms & Conditions Policy Declarations CNA62639XX 09-12 Schedule of Forms and Endorsements CNA62640XX 09-12 Common Terms and Conditions CNA62642XX 10-15 II. POLICY COVERAGE PARTS F. General Liability General Liability Coverage Part Declarations CNA74694XX 01-15 Additional Declarations - General Liability CNA75126XX 01-15 Schedule of Locations and Coverages Commercial General Liability Coverage Part CG0001 04-13 1 (Contractors' General Liability Extension CNA74705XX 01-15 Endorsement 2 Additional Coverage Limited Pollution Liability CNA74849XX 04-15 ICoverage - Worksites - Earth Movers Endorsement 3 (Designated Unmanned Aircraft Coverage For CNA80838XX 04-15 ICoverage A Only Endorsement CNA62640XX 09-12 Page 1 of 5 Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Schedule of Forms and Endorsements Policy Number: 5093447379 Endm't Form Title 7 Form Number Form Number ) Edition 4 Additional Insured - Owners, Lessees Or CG 20 10 12-19 Contractors - Scheduled Person Or Organization 5 Additional Insured - Owners, Lessees Or CG 20 10 12-19 Contractors - Scheduled Person Or Organization 6 Additional Insured - Owners, Lessees or CG 20 37 12-19 Contractors -Completed Operations 7 Additional Insured - Owners, Lessees or CG 20 37 12-19 Contractors -Completed Operations 8 Additional Insured - Owners, Lessees or CG 20 37 12-19 Contractors -Completed Operations 9 Additional Insured - State or Governmental Agency CNA74739XX 01-15 or Subdivision or Political Subdivision - Permits or Authorizations Endorsement 10 Additional Insured - Designated Person or CNA74745XX 01-15 Organization Endorsement 11 Additional Insured - Designated Person or CNA74745XX 01-15 Organization Endorsement 12 IBlanket Additional Insured - Owners, Lessees or CNA75079XX I10-16 (Contractors - with Products -Completed Operations Coverage Endorsement 13 Additional Insured - Scheduled Person or G300415A 04-07 Organization Endorsement (CG 20 10 10 01) 14 Additional Insured - Completed Operations G300416A 04-07 Endorsement(CG 20 37 10 01) 15 Deductible Applicable to Damages Endorsement CNA75119XX 01-15 16 Deductible Applicable to Damages Endorsement - CNA7512OXX 01-15 Supplemental Schedule Attachment 17 Pollution Exclusion Amendatory Endorsement CNA74843XX 01-15 CNA62640XX 09-12 Page 2 of Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Schedule of Forms and Endorsements Policy Number: 5093447379 Endm't Form Title Form Number Form Number Edition 18 Primary and Noncontributory - Other Insurance CNA74987XX 01-15 Condition Endorsement 19 Waiver of Transfer of Rights of Recovery Against CNA75008XX I10-16 (Others to the Insurer Endorsement 20 (Waiver of Transfer of Rights of Recovery Against CNA75008XX 10-16 Others to the Insurer Endorsement 21 Silica Exclusion Endorsement CNA74687XX 01-15 22 Fungi / Mold / Mildew / Yeast / Microbe Exclusion CNA74708WA 01-15 Endorsement- Washington 23 Employment -Related Practices Exclusion Endorsement CNA74761WA I01-15 - Washington 24 Contractors - Professional Liability Exclusion CNA74801XX 01-15 Endorsement 25 Construction Wrap -Up Program Exclusion Endorsement CNA74863XX 01-15 26 (Exterior Finish System Products/Completed CNA74892XX I01-15 Operations Property Damage Exclusion Endorsement 27 Exclusion - Access or Disclosure of Confidential CNA75089XX 01-15 for Personal Information and Data -Related Liability - with Limited Bodily Injury Exception Endorsement G. Employee Benefits Liability (Employee Benefits Liability Coverage Part CNA74693XX 01-15 Declarations Additional Declarations - Employee Benefits CNA75133XX 01-15 Liability Schedule of Locations and Coverages (Employee Benefits Liability Coverage Part - CNA74721XX 01-15 Occurrence 28 Employee Benefits Liability - Amended Definition CNA86269XX 10-16 lof Executive Officer Endorsement CNA62640XX 09-12 Page 3 of Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Schedule of Forms and Endorsements Policy Number: 5093447379 Endm't Form Title Form Number Form Number Edition 29 State Amendatory Endorsement (Employee Benefits CNA75177WA 01-15 Liability - Occurrence) - Washington I. Stop Gap Liability Stop Gap Coverage Part Declarations CNA74830XX 01-15 Additional Declarations - Stop Gap Liability Schedule of Locations and Coverages CNA75134XX 01-15 Stop Gap Liability Coverage Part CNA74934XX 01-15 30 State Amendatory Endorsement (Stop Gap Liability) - Washington CNA75267WA 01-15 31 SGL - Amend Def of Employee and Exec Officer End CNA83894XX 10-15 III. POLICY ENDORSEMENTS 32 Amendment to Policy Declarations- Named Insured Endorsement CNA6270OXX 09-12 33 Broad Named Insured Endorsement CNA75108XX 01-15 34 Bridge Endorsement CNA62646XX 01-15 35 Cancellation / Non -Renewal - Washington CNA62814WA 09-12 36 Amendatory Endorsement - Washington CNA62815WA 10-15 37 Changes - Notice of Cancellation or Material Restriction Endorsement CNA74702XX 01-15 38 Changes - Notice of Cancellation or Material Restriction Endorsement CNA74702XX 01-15 39 Changes - Notice of Cancellation or Material Restriction Endorsement CNA74702XX 01-15 40 Changes - Notice of Cancellation or Material Restriction Endorsement CNA74702XX 01-15 41 IChanges - Notice of Cancellation or Material (Restriction Endorsement CNA74702XX I01-15 CNA62640XX 09-12 Page 4 of Copyright CNA All Rights Reserved. CNA CNA PARAMOUNT Schedule of Forms and Endorsements Policy Number: 5093447379 Endm't Form Title Form Number Form Number Edition 42 Changes - Notice of Cancellation or Material CNA74702XX 01-15 Restriction Endorsement 43 Changes - Notice of Cancellation or Material CNA74702XX 01-15 Restriction Endorsement 44 ICalculation of Premium Endorsement CNA74726XX 01-15 45 Asbestos Exclusion Endorsement CNA74719XX 01-15 46 Nuclear Energy Liability Exclusion Endorsement CNA74727XX I01-15 (Broad Form) 47 Cap on Losses from Certified Acts of Terrorism CNA81503XX 02-15 (Endorsement CNA62640XX 09-12 Page 5 of Copyright CNA All Rights Reserved. BUSINESS Named Ins Named Insured: ACTIVE CONSTRUCTION, INC. See NAMED INSURED ENDORSEMENT IForm of Business Corporation (Not Otherwise Classified) Business Auto Policy Policy Declarations Mailing Address: PO BOX 430 PUYALLUP, WA 98371-0162 Policy Information , Producer Policy Number: 5093447351 Producer: PROPEL INSURANCE Renewal of: SUA 5093447351 Producer Address: Insurer's Name and Address: 1201 PACIFIC AVE STE 1000 National Fire Insurance Company of Hartford 151 N Frank in St TACOMA, WA 98402 Chicago, IL 60606 Producer Code: 050-065944 Policy Period 06/15/2021 to 06,1 512022 at 12:01 a.m. Standard Time at your mailing address shown above. Your policy is composed of this Declarations, with *he attached Common Policy Conditions, Coverage Forms, and Endorsements, if any. The Policy Forms and Endorsement Schedule shows all the forms applicable to this policy at the tirne of policy issuance. I Estimated Business Auto Policy Premium I Total Policv Charqes Form No: CNA85611XX 10 1 -2017) Policy No: BUA 5093447351 Oolicy Declarations ; Page: 1 of 21 Pol cy Effect ve Date: 06/15/2021 Underwriting Company: National Fire Insurance Company of Hartford, 151 N Franklin St, Chicago, IL Policy Page: 5 of 309 60606 s Copyright CNA A I R ghts Reserved. DNA SCHEDULE OF FORMS AND ENDORSEMENTS Business Auto Policy Policy Schedule Endorsement Number IMPORTANT INFORMATION FOR OUR COMMERCIAL AUTO POLICY HOLDERS RIDE -SHARING EXCLUSION CNA86492XX Date 03-2018 BUSINESS AUTO COVERAGE PART DECLARATIONS CNA8561 1 XX 01-2017 PAYMENT PLAN SCHEDULE CNA84401 XX 12-2015 UNINSURED/UNDERINSURED MOTORIST SUPPLEMENTARY SCHEDULE CNA86257XX 07-2016 BROADENED POLLUTION LIABILITY COVERAGE SCHEDULE G-22454-A 10-1994 COMMON POLICY CONDITIONS IL 00 17 11-1998 BUSINESS AUTO COVERAGE FORM CA 00 01 10-2013 1 WASHINGTON CHANGES CA 01 35 10-2013 2 DEDUCTIBLE LIABILITY COVERAGE CA 03 02 10-2013 3 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) CA 04 44 10-2013 4 LESSOR - ADDITIONAL INSURED AND LOSS PAYEE CA 20 01 10-2013 5 DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE EMPLOYEE HIRED AUTOS WASHINGTON UNDERINSURED MOTORISTS COVERAGE CA 20 48 10-2013 6 CA 20 54 10-2013 7 CA 21 34 10-2013 8 PUBLIC OR LIVERY PASSENGER CONVEYANCE EXCLUSION CA 23 44 11-2016 9 HIRED AUTOS SPECIFIED AS COVERED AUTOS YOU OWN CA 99 16 10-2013 10 WASHINGTON LOSS PAYABLE FORM REG-335 CA 99 89 05-2001 11 CONTRACTORS EXTENDED COVERAGE ENDORSEMENT - BUSINESS AUTO PLUS - ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY NAMED INSURED ENDORSEMENT CNA63359XX ' CNA71527XX CNA86105XX G-140327-B 04-2012 12 10-2012 13 06-2016 07-2011 14 CANCELLATION BY US NOTICE TO DESIGNATED PERSONS Form No: CNA6264OXX (09-2012) Policy No: BUA 5093447351 Policy Schedule ; Page: 1 of 2 Pol cy Effective Date: 06/15/2021 Underwriting Company: National Fire Insurance Company of Hartford, 151 N Franklin St, Chicago, IL 60606 Copyright CNA A I R ghts Reserved. DNA SCHEDULE OF FORMS AND ENDORSEMENTS (Continued) Business Auto Policy Policy Schedule Endorsement Number Date 15 CANCELLATION BY US NOTICE TO DESIGNATED G-140327-B 07-2011 PERSONS 16 CANCELLATION BY US NOTICE TO DESIGNATED G-140327-B 07-2011 PERSONS G-140327-B 07-2011 17 CANCELLATION BY US NOTICE TO DESIGNATED PERSONS CANCELLATION BY US NOTICE TO DESIGNATED 18 G-140327-B 07-2011 PERSONS CANCELLATION BY US NOTICE TO DESIGNATED 19 G-140327-B 07-2011 PERSONS G-144291-A 03-2003 20 ECONOMIC AND TRADE SANCTIONS CONDITION 21 BROADENED POLLUTION LIABILITY COVERAGE G-21578-B 05-2008 22 CALCULATION OF PREMIUM IL 00 03 09-2008 23 WASHINGTON CHANGES - DEFENSE COSTS IL 01 23 11-2013 24 WASHINGTON COMMON POLICY CONDITIONS IL 01 46 08-2010 25 NUCLEAR ENERGY LIABILITY EXCLUSION IL 01 98 09-2008 ENDORSEMENT (BROAD FORM) ENDORSEMENT FOR MOTOR CARRIER POLICIES OF MCS-90 01-2017 INSURANCE FOR PUBLIC LIABILITY Form No: CNA62640XX (09-2012) Policy No: BUA 5093447351 Policy Schedule ; Page: 2 of 2 Pol cy Effective Date: 06/15/2021 Underwriting Company: National Fire Insurance Company of Hartford, 151 N Franklin St, Chicago, IL 60606 Copyright CNA A I R ghts Reserved. CNA Contractors' General Liability Extension Endorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1. Additional Insureds 2. Additional Insured - Primary And Non -Contributory To Additional Insured's Insurance 3. Bodily Injury — Expanded Definition 4. Broad Knowledge of Occurrence/ Notice of Occurrence 5. Broad Named Insured 6. Broadened Liability Coverage For Damage To Your Product And Your Work 7. Contractual Liability - Railroads 8. Electronic Data Liability 9. Estates, Legal Representatives and Spouses 10. Expected Or Intended Injury — Exception for Reasonable Force 11. General Aggregate Limits of Insurance — Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies 15. Legal Liability — Damage To Premises / Alienated Premises / Property In The Named Insured's Care, Custody or Control 16. Liquor Liability 17. Medical Payments 18. Non -owned Aircraft Coverage 19. Non -owned Watercraft 20. Personal And Advertising Injury — Discrimination or Humiliation 21. Personal And Advertising Injury - Contractual Liability 22. Property Damage - Elevators 23. Supplementary Payments 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation — Blanket 26. Wrap -Up Extension: OCIP CCIP, or Consolidated (Wrap -Up) Insurance Programs CNA74705XX (1-15) Page 1 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement 1. ADDITIONAL INSUREDS a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement: (1) is currently in effect or becomes effective during the term of this Coverage Part; and (2) was executed prior to: (a) the bodily injury or property damage; or (b) the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: (1) a higher limit of insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement, and in no event broader than that described by the applicable paragraph A. through H. below. Any coverage granted by this endorsement shall apply only to the extent permissible by law. A. Controlling Interest Any person or organization with a controlling interest in a Named Insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. such person or organization's financial control of a Named Insured; or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. B. Co-owner of Insured Premises A co-owner of a premises co -owned by a Named Insured and covered under this insurance but only with respect to such co -owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D. Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. CNA74705XX (1-15) Page 2 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. F. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance, or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions — Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury, property damage or personal and advertising injury arising out of: the following hazards in connection with premises a Named Insured owns, rents, or controls and to which this insurance applies: a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures; or b. the construction, erection, or removal of elevators; or c. the ownership, maintenance or use of any elevators covered by this insurance; or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: Bodily injury, property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision; or b. Bodily injury or property damage included within the products -completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H. Trade Show Event Lessor 1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: a. the Named Insured's acts or omissions; or b. the acts or omissions of those acting on the Named Insured's behalf, CNA74705XX (1-15) Page 3 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products -completed operations hazard. 2. ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and non- contributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY— EXPANDED DEFINITION Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury, sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/ NOTICE OF OCCURRENCE Under CONDITIONS, the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the following provisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence, offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3. in its entirety and replace it with the following: 3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control: a. on the effective date of this Coverage Part; or b. by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by this insurance. CNA74705XX (1-15) Page 4 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement But this BROAD NAMED INSURED provision does not apply to: (a) any partnership, limited liability company or joint venture; or (b) any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of Directors of a corporation; or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sell property held by a trust. 4. With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or property damage that first occurred prior to the date of management control, or that first occurs after management control ceases; nor b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. 5. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing -business -as names (dba) as any Named Insured should choose to employ. 6. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusions k. and I. and replace them with the following: This insurance does not apply to: k. Damage to Your Product Property damage to your product arising out of it, or any part of it except when caused by or resulting from: (1) fire; (2) smoke; (3) collapse; or (4) explosion. I. Damage to Your Work Property damage to your work arising out of it, or any part of it and included in the products -completed operations hazard. This exclusion does not apply: (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor; or (2) If the cause of loss to the damaged work arises as a result of: (a) fire; (b) smoke; (c) collapse; or CNA74705XX (1-15) Page 5 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement (d) explosion. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product -completed operations hazard. This sublimit does not apply to property damage to your work if the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7. CONTRACTUAL LIABILITY — RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: Insured Contract means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. 8. ELECTRONIC DATA LIABILITY A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data -related Liability Damages arising out of: CNA74705XX (1-15) Page 6 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injury to tangible property. However, unless Paragraph (1) above applies, this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1) or (2) above. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C. The following definition is added to DEFINITIONS: Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage in DEFINITIONS is replaced by the following: Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the occurrence that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property. All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangible property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES, AND SPOUSES The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. CNA74705XX (1-15) Page 7 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement 10. EXPECTED OR INTENDED INJURY — EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: All damages under Coverage A, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. All: 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products -completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products -completed operations hazard will reduce the Products -Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. CNA74705XX (1-15) Page 8 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1) and 1.b.(2) with the following: b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if: (1) such bodily injury is caused by an occurrence that takes place in the coverage territory. (2) the bodily injury first occurs during the policy period. All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence; and B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to: add the following to the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii. delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to: Contractual Liability the Insured's actual or alleged liability under any oral or written contract or agreement, including but not limited to express warranties or guarantees. iii. add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act, error or omission. Medicare/Medicaid Fraud any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state or local governmental program. Services Excluded by Endorsement Any health care incident for which coverage is excluded by endorsement. C. DEFINITIONS is amended to: CNA74705XX (1-15) Page 9 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement i. add the following definitions: Health care incident means an act, error or omission by the Named Insured's employees or volunteer workers in the rendering of: a. professional health care services on behalf of the Named Insured or b. Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a. Physician; b. Nurse; c. Nurse practitioner; d. Emergency medical technician; e. Paramedic; f. Dentist; g. Physical therapist; h. Psychologist; i. Speech therapist; j. Other allied health professional; or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii. delete the definition of occurrence and replace it with the following: Occurrence means a health care incident. All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single occurrence; iii. amend the definition of Insured to: a. add the following: • the Named Insured's employees are Insureds with respect to: (1) bodily injury to a co -employee while in the course of the co -employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. • the Named Insured's volunteer workers are Insureds with respect to: (1) bodily injury to a co -volunteer worker while performing duties related to the conduct of the Named Insured's business; and CNA74705XX (1-15) Page 10 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b. delete Subparagraphs (a), (b), (c) and (d) of Paragraph 2.a.(1) of WHO IS AN INSURED. D. The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by the Named Insured to be excess of this coverage. 14. JOINT VENTURES / PARTNERSHIP / LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited liability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; b. the bodily injury or property damage first occurred after such termination date; and c. there is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company; and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program, then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS. Please see that provision for the definition of consolidated (wrap-up) insurance program. 15. LEGAL LIABILITY — DAMAGE TO PREMISES / ALIENATED PREMISES / PROPERTY IN THE NAMED INSURED'S CARE, CUSTODY OR CONTROL A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion j. Damage to Property in its entirety and replace it with the following: This insurance does not apply to: Damage to Property Property damage to: (1) Property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or CNA74705XX (1-15) Page 11 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; (2) Premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; (3) Property loaned to the Named Insured; (4) Personal property in the care, custody or control of the Insured; (5) That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations, if the property damage arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to property damage (other than damage by fire) to premises rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2) of this exclusion does not apply if the premises are your work. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6) of this exclusion does not apply to property damage included in the products - completed operations hazard. Paragraphs (3) and (4) of this exclusion do not apply to property damage to: i. tools, or equipment the Named Insured borrows from others, nor ii. other personal property of others in the Named Insured's care, custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However, the coverage granted by this exception to Paragraphs (3) and (4) does not apply to: a. property at a job site awaiting or during such property's installation, fabrication, or erection; b. property that is mobile equipment leased by an Insured; c. property that is an auto, aircraft or watercraft; d. property in transit; or e. any portion of property damage for which the Insured has available other valid and collectible insurance, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others. See LIMITS OF INSURANCE as amended below. B. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following: Exclusions c. through n. do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner, nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE. CNA74705XX (1-15) Page 12 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement C. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment, and to other personal property of others in the Named Insured's care, custody or control, while being used in the Named Insured's operations away from any Named Insured's premises. The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000. The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement. If the Insurer exercises that right, the Named Insured will promptly reimburse the Insurer for any such amount. D. Paragraph 6., Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days. The Damage To Premises Rented To You Limit is the greater of: a. $500,000; or b. The Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.b.(1)(a)(ii) of the Other Insurance Condition is deleted and replaced by the following: (ii) That is property insurance for premises rented to the Named Insured, for premises temporarily occupied by the Named Insured with the permission of the owner; or for personal property of others in the Named Insured's care, custody or control; 16. LIQUOR LIABILITY Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 17. MEDICAL PAYMENTS A. LIMITS OF INSURANCE is amended to delete Paragraph 7. (the Medical Expense Limit) and replace it with the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most the Insurer will pay under Coverage C — Medical Payments for all medical expenses because of bodily injury sustained by any one person. The Medical Expense Limit is the greater of: (1) $15,000 unless a different amount is shown here: @@@@@@@@@@@@@@; or (2) the amount shown in the Declarations for Medical Expense Limit. B. Under COVERAGES, the Insuring Agreement of Coverage C — Medical Payments is amended to replace Paragraph 1.a.(3)(b) with the following: (b) The expenses are incurred and reported to the Insurer within three years of the date of the accident; and This Paragraph B. does not apply to medical expenses incurred in the state of Missouri. 18. NON -OWNED AIRCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended as follows: CNA74705XX (1-15) Page 13 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement The exclusion entitled Aircraft, Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured, provided that: 1. the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot; 2. the aircraft is rented with a trained, paid crew to the Named Insured; and 3. the aircraft is not being used to carry persons or property for a charge. 19. NON -OWNED WATERCRAFT Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete subparagraph (2) of the exclusion entitled Aircraft, Auto or Watercraft, and replace it with the following. This exclusion does not apply to: (2) a watercraft that is not owned by any Named Insured, provided the watercraft is: (a) less than 75 feet long; and (b) not being used to carry persons or property for a charge. 20. PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION A. Under DEFINITIONS, the definition of personal and advertising injury is amended to add the following tort: • Discrimination or humiliation that results in injury to the feelings or reputation of a natural person. B. Under COVERAGES, Coverage B — Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to: 1. delete the Exclusion entitled Knowing Violation Of Rights Of Another and replace it with the following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury. This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a) the Named Insured; or (b) any executive officer, director, stockholder, partner, member or manager (if the Named Insured is a limited liability company) of the Named Insured. 2. add the following exclusions: This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale, rental, lease or sub -lease or prospective sale, rental, lease or sub -lease of any room, dwelling or premises by or at the direction of any Insured. CNA74705XX (1-15) Page 14 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement Notwithstanding the above, there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives solely from • Provision 1. ADDITIONAL INSURED of this endorsement; or • attachment of an additional insured endorsement to this Coverage Part. This PERSONAL AND ADVERTISING INJURY —DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 21. PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY A. Under COVERAGES, Coverage B —Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B. Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision, the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS — COVERAGES A AND B: 1. Paragraph 2.d. is replaced by the following: d. The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the indemnitee; 2. The first unnumbered paragraph beneath Paragraph 2.f.(2)(b) is deleted and replaced by the following: So long as the above conditions are met, attorneys fees incurred by the Insurer in the defense of that indemnitee, necessary litigation expenses incurred by the Insurer, and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs. Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance. C. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply if Coverage B —Personal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22. PROPERTY DAMAGE —ELEVATORS A. Under COVERAGES, Coverage A — Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3), (4) and (6) of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. B. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE —ELEVATORS Provision, the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS — COVERAGES A AND B is amended as follows: CNA74705XX (1-15) Page 15 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit; and B. Paragraph 1.d. is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000. limit. 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure. 25. WAIVER OF SUBROGATION - BLANKET Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of: 1. the Named Insured's ongoing operations; or 2. your work included in the products -completed operations hazard. However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement, and only if such contract or agreement: 1. is in effect or becomes effective during the term of this Coverage Part; and 2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the claim. 26. WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap- up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION — CONSTRUCTION WRAP-UP is attached to this policy, or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs (C.C.I.P.) is attached, then the following changes apply: A. The following wording is added to the above -referenced endorsement: With respect to a consolidated (wrap-up) insurance program project in which the Named Insured is or was involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: 1. Bodily injury, property damage, or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project, or during such operations of anyone acting on the Named Insured's behalf; nor 2. Bodily injury or property damage included within the products -completed operations hazard that arises out of those portions of the project that are not residential structures. B. Condition 4. Other Insurance is amend to add the following subparagraph 4.b.(1)(c): This insurance is excess over: (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program, but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. CNA74705XX (1-15) Page 16 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. CNA Contractors' General Liability Extension Endorsement C. DEFINITIONS is amended to add the following definitions: Consolidated (wrap-up) insurance program means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.) or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30% or more of the square foot area is used or is intended to be used for human residency, including but not limited to: 1. single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments; and 2. the common areas and structures appurtenant to the structures in paragraph 1. (including pools, hot tubs, detached garages, guest houses or any similar structures). However, when there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels or motels. Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA74705XX (1-15) Page 17 of 17 Policy No: Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. This page has been left blank intentionally. Blanket Additional Insured - Owners, Lessees or Contractors - with Products-Completed Operations Coverage Endorsement CNA75079XX (10-16) Policy No: Page 1 of 2 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I. WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused in whole or in part by your acts or omissions, or the acts or omissions of those acting on your behalf: A. in the performance of your ongoing operations subject to such written contract; or B. in the performance of your work subject to such written contract, but only with respect to bodily injury or property damage included in the products-completed operations hazard, and only if: 1. the written contract requires you to provide the additional insured such coverage; and 2. this coverage part provides such coverage. II. But if the written contract requires: A. additional insured coverage under the 11-85 edition, 10-93 edition, or 10-01 edition of CG2010, or under the 10-01 edition of CG2037; or B. additional insured coverage with "arising out of" language; or C. additional insured coverage to the greatest extent permissible by law; then paragraph I. above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of your work that is subject to such written contract. III. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: A. coverage broader than required by the written contract; or B. a higher limit of insurance than required by the written contract. IV.The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising out of: A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. supervisory, inspection, architectural or engineering activities; or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. V. Under COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance is amended to add the following, which supersedes any provision to the contrary in this Condition or elsewhere in this coverage part: Blanket Additional Insured - Owners, Lessees or Contractors - with Products-Completed Operations Coverage Endorsement CNA75079XX (10-16) Policy No: Page 2 of 2 Endorsement No: Effective Date: Insured Name: Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Primary and Noncontributory Insurance With respect to other insurance available to the additional insured under which the additional insured is a named insured, this insurance is primary to and will not seek contribution from such other insurance, provided that a written contract requires the insurance provided by this policy to be: 1. primary and non-contributing with other insurance available to the additional insured; or 2. primary and to not seek contribution from any other insurance available to the additional insured. But except as specified above, this insurance will be excess of all other insurance available to the additional insured. VI. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1. give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim; 2. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim; and 3. make available any other insurance, and tender the defense and indemnity of any claim to any other insurer or self-insurer, whose policy or program applies to a loss that the Insurer covers under this coverage part. However, if the written contract requires this insurance to be primary and non-contributory, this paragraph 3. does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. VII. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires you to make a person or organization an additional insured on this coverage part, provided the contract or agreement: A. is currently in effect or becomes effective during the term of this policy; and B. was executed prior to: 1. the bodily injury or property damage; or 2. the offense that caused the personal and advertising injury; for which the additional insured seeks coverage. Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. POLICY NUMBER: COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name Of Person(s) Or Organization(s): Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.1. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 Copyright, Insurance Services Office, Inc., 2011 Page 1 of 1 This page has been left blank intentionally. POLICY NUMBER: COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name(s) Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION FOR WHOM OR WHICH YOU ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT TO OBTAIN THIS WAIVER FROM US. YOU MUST AGREE TO THAT REQUIREMENT PRIOR TO LOSS Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident' or the 'loss" under a contract with that person or organization. CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 This page has been left blank intentionally. DNA 1 CNA Paramount Excess and Umbrella Liability Policy 4"] Various provisions in this Policy restrict coverage. Read the entire Policy carefully to determine rights, duties and what is and is not covered. The "Insurer" refers to the insurer providing this insurance as set forth on the Declarations of this Policy. Words and phrases that appear in bold have special meaning. Refer to the section entitled DEFINITIONS. I. COVERAGES A. Coverage A - Excess Follow Form Liability The Insurer will pay on behalf of the Insured those damages in excess of the applicable underlying limits. Coverage hereunder will attach only after the full amount of the applicable underlying limits have been exhausted through payment in legal currency of covered loss under all applicable underlying insurance and to which this Coverage A applies. Coverage A under this Policy will then apply in conformance with the provisions of the applicable underlying insurance except for the premium, limits of insurance, deductible, retentions, or any defense obligations and any other terms and conditions specifically set forth in this Policy. Upon exhaustion of the applicable underlying limits, the Insurer shall only pay for damages in excess of the applicable underlying limits. This Coverage A does not provide coverage for any loss not covered by the applicable underlying insurance except and to the extent that such loss is not paid under the applicable underlying insurance solely by reason of the exhaustion of the applicable underlying limits through payment of loss thereunder. This Coverage applies: if the applicable underlying insurance is on an occurrence basis, then only if that which must take place in the policy period of the underlying insurance in order to trigger coverage, takes place during this policy period; and 2. if the applicable underlying insurance is on a claims made basis, then only if: a. that which must take place in the underlying insurance in order to trigger coverage, takes place after the retroactive date and prior to the end of the policy period; and b. the claim is first made during the policy period. B. Coverage B - Umbrella Liability The Insurer will pay on behalf of the Insured those damages in excess of the retained amount: 1. that an Insured becomes legally obligated to pay because of bodily injury, property damage or personal and advertising injury; or 2. because of liability for bodily injury or property damage assumed under an insured contract, provided the bodily injury or property damage occurs subsequent to the execution of such insured contract; and provided that: a. the bodily injury or property damage occurs during the policy period; b. the bodily injury or property damage is caused by an occurrence that takes place in the coverage territory; Form No: CNA75504XX (03-2015) Policy No: Policy Page: 1 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy c. the personal and advertising injury is caused by an offense arising out of the Named Insured's business; and d. the offense giving rise to personal and advertising injury was first committed during the policy period and in the coverage territory; Provided, however, that Coverage B - Umbrella Liability: i. does not apply to: (a) any part of damages to which underlying insurance applies; or (b) any part of damages to which underlying insurance would have applied regardless of: (1) the availability of underlying insurance; or (2) the exhaustion of the applicable underlying limits; (c) any defense costs related to damages as described in a. and b. above. ii. applies only if prior to the effective date of the policy period, no authorized insured: (a) knew that such bodily injury or property damage had occurred, in whole or in part. If any authorized insured knew, prior to the policy period, that any such bodily injury or property damage had occurred, then any continuation, change or resumption of such bodily injury or property damage during or after the policy period will be deemed to have been known prior to the policy period; or (b) knew that any offense giving rise to personal and advertising injury had occurred, in whole or in part. Bodily injury or property damage which occurs during the policy period and was not, prior to the policy period, known to have occurred by any authorized insured, includes any continuation, change or resumption of that bodily injury or property damage after the end of the policy period. An authorized insured will be deemed to know: 1. that such bodily injury or property damage occurred, at the earliest time when such authorized insured: a. reports the bodily injury or property damage to the Insurer or any other insurer; b. receives a claim arising out of the bodily injury or property damage; or c. becomes aware by any other means that the bodily injury or property damage has occurred or has begun to occur; 2. that such offense giving rise to personal and advertising injury occurred, on the date of the first utterance or dissemination or, if there is no utterance or dissemination, then on the first date of the activity giving rise to a claim. C. Coverage C - Crisis Management Expenses The Insurer will reimburse the Named Insured for crisis management expenses incurred by the Named Insured as a direct result of its response to a crisis management event that first occurs during the policy period, provided: 1 such crisis management event is reported to the Insurer as soon as reasonably practicable following the crisis management event, or within 72 hours after such crisis management event begins if such crisis management event is likely to give rise to bodily injury or property damage; Form No: CNA75504XX (03-2015) Policy No: CUE Policy Page: 2 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy 2. such crisis management expenses are incurred within 180 days after the crisis management event and reported to the Insurer as soon as reasonably practicable; and, 3. such crisis management expenses are approved in advance by the Insurer. The period of time for which the Insurer will pay crisis management expenses will not be limited by the expiration of the policy period. D. Coverage D — Key Employee The Insurer will reimburse the Named Insured for key employee replacement expenses due to the Named Insured's permanent loss of the services of a key employee provided that: 1. the Named Insured would not have incurred such key employee replacement expenses if the Named Insured had not lost the services of the key employee; 2. such key employee replacement expenses are incurred by the Named Insured within 180 days of the covered accident and reported to the Insurer as soon as reasonably practicable; 3. such loss of service is caused by a covered accident; 4. the covered accident occurs during the policy period; and 5. a replacement for such key employee is hired within 180 days after the covered accident. The period of time for which the Insurer will pay key employee replacement expenses will not be limited by the expiration of the policy period. II. DEFENSE COSTS PAYMENT AND RELATED DUTIES A. The Insurer has the right and duty to defend any suit, and the right to assume control of the investigation and settlement of any claim, against the Insured, as follows: 1. with respect to the Coverage A - Excess Follow Form Liability, upon exhaustion through payment in legal currency of the full amount of the applicable underlying limits over which Coverage A applies. 2. with respect to the Coverage B - Umbrella Liability, upon receipt by the Insurer of a claim to which Coverage B applies. When the Insurer has the duty to defend any suit and the right to investigate any claim but is prevented by law from doing so, the Insured will undertake such defense and investigation, and the Insurer will reimburse the Insured for the defense costs. The Insurer's obligation to defend any suit, investigate any claim, or reimburse for any defense costs does not apply if any other insurer has a duty to defend. Further, any obligation to defend any suit, investigate any claim, or reimburse for any defense costs ceases upon exhaustion of the applicable limits of insurance of this Policy. B. The Insurer may, at the Insurer's sole discretion and at the Insurer's own cost, elect to participate in the investigation, settlement or defense of any claim against any of the Insureds for matters covered by this Policy even if the applicable underlying limit has not been exhausted. C. The Insurer will pay defense costs as follows: 1 with respect to the Coverage A - Excess Follow Form Liability, defense costs are paid within or excess of the limits of insurance as set forth in the applicable underlying insurance. 2. with respect to the Coverage B - Umbrella Liability, defense costs are paid in excess of and do not erode the limits of insurance or the retained amount. D Where the Insurer investigates a claim or defends a suit, the Insurer will do so even if the allegations of a claim are groundless, false, or fraudulent. If Insurer investigates a claim or defends a suit, Insurer will Form No: CNA75504XX (03-2015) Policy No: Policy Page: 3 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. DNA do so only until the Insurer: 1. makes payment of; or 2. offers to pay; or 3. deposits in court CNA Paramount Excess and Umbrella Liability Policy that part of a judgment up to but not exceeding the Insurer's applicable limits of insurance. E. No Insured shall admit liability, consent to any judgment, agree to any settlement or make any settlement offer which is reasonably likely to involve this Policy without the Insurer's prior written consent, such consent not to be unreasonably withheld. The Insureds agree that they shall not knowingly take any action that increases the Insurer's exposure for damages or defense costs under this Policy. III. EXCLUSIONS A. Coverage A - Excess Follow Form Liability and Coverage B - Umbrella Liability Exclusions With respect to both the Coverage A- Excess Follow Form Liability and Coverage B -Umbrella Liability, this Insurance does not apply to: 1. Access to or Disclosure of Confidential or Personal Information and Data -Related Liability any actual or alleged damages arising out of: a. any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or b. the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relations expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in paragraph a. or b. above. However, unless paragraph a. above applies, this exclusion does not apply to bodily injury to the extent that such liability is covered by underlying insurance. 2. Asbestos a. any actual or alleged liability arising out of the actual, alleged or threatened exposure at any time to asbestos; or b. any actual or alleged loss, cost or expense that may be awarded or incurred: i. by reason of a claim for any such injury or damage; or ii. in complying with a governmental direction or request to test for, monitor, clean up, remove, contain or dispose of asbestos. 3. Damage to Impaired Property or Property not Physically Injured any actual or alleged property damage to impaired property or property that has not been physically injured, arising out of: a. a defect, deficiency, inadequacy or dangerous condition in your product or your work; or b. a delay or failure by the Named Insured or anyone acting on the Named Insured's behalf to perform a contract or agreement in accordance with its terms. Form No: CNA75504XX (03-2015) Policy No: Policy Page: 4 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy This exclusion does not apply to the loss of use of other property arising out of sudden and accidental physical injury to your product or your work after it has been put to its intended use. 4. Damage to Premises Rented or Occupied by the Named Insured any actual or alleged property damage to premises rented to the Named Insured or in the case of damage by fire, while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner. 5. Distribution or Recording of Material or Information in Violation of Laws any actual or alleged liability arising directly or indirectly out of any actual or alleged: a. violation of: the Telephone Consumer Protection Act (TCPA), including any amendment of or addition to such law; ii. the CAN-SPAM Act of 2003, including any amendment of or addition to such law; ill. the Fair Credit Reporting Act (FCRA), and any amendment of or addition to such law, including the Fair and Accurate Credit Transaction Act (FACTA); or iv. any statute, ordinance, regulation or law other than the TCPA, CAN-SPAM Act of 2003, or FCRA, including FACTA, and their amendments and additions, that addresses, prohibits, or limits the printing, dissemination, disposal, collecting, recording, sending, transmitting, communicating or distribution of material or information; or b. conversion or consumption of another's tangible property or electronic assets. For the purpose of this provision, electronic assets include but are not limited to minute allowances, text message allowances, and other electronic consumables. 6. Employment Related Practices any actual or alleged bodily injury or personal and advertising injury to: a. a person arising out of any actual or alleged: i. refusal to employ that person; ii. termination of that person's employment; ill employment -related practices, policies, acts or omissions, such as coercion, demotion, evaluation, reassignment, discipline, defamation, harassment, humiliation, discrimination or malicious prosecution directed at that person; or b the spouse, child, parent, brother or sister of that person as a consequence of such bodily injury or personal and advertising injury to that person at whom any of the employment -related practices described in paragraphs a. L, ii., or ill. above is directed. This exclusion applies: a. whether the injury -causing event described in paragraphs a. L, ii., or ill. above occurs before employment, during employment or after employment of that person; b. whether the Insured may be liable as an employer or in any other capacity; and c. to any obligation to share damages with or repay someone else who must pay damages because of the injury. However, this exclusion does not apply to bodily injury a person sustains during a job interview while attempting to demonstrate a physical capability or skill required by the job to the extent that Form No: CNA75504XX (03-2015) Policy No: Policy Page: 5 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy such liability is covered by underlying insurance. 7. ERISA any actual or alleged liability arising out of any actual or alleged obligation of any Insured under the Employees Retirement Income Security Act of 1974 or any similar common or statutory law anywhere in the world including any amendments or additions thereto. 8. Nuclear Energy Liability any actual or alleged bodily injury, property damage or personal and advertising injury: a. with respect to which an Insured under this policy is also an insured under a nuclear energy liability policy issued by Nuclear Energy Liability Insurance Association, Mutual Atomic Energy Liability Underwriters, Nuclear Insurance Association of Canada or any of their successors, or would be an insured under any such policy but for its termination upon exhaustion of its limit of insurance; b. resulting from the hazardous properties of nuclear material and with respect to which: i. any person or organization is required to maintain financial protection pursuant to the Atomic Energy Act of 1954, or any law amendatory thereof, or ii. the Insured is, or had this Policy not been issued would be, entitled to indemnity from the United States of America, or any agency thereof, under any agreement entered into by the United States of America, or any agency thereof, with any person or organization; or c. resulting from hazardous properties of nuclear material, if: i. the nuclear material: (a) is at any nuclear facility owned by, or operated by or on behalf of, an Insured or (b) has been discharged or dispersed therefrom; ii. the nuclear material is contained in spent fuel or nuclear waste at any time possessed, handled, used, processed, stored, transported or disposed of, by or on behalf of an Insured; or iii the bodily injury, property damage or personal and advertising injury arises out of the furnishing by an Insured of services, materials, parts or equipment in connection with the planning, construction, maintenance, operation or use of any nuclear facility, but if such facility is located within the United States of America, its territories or possessions or Canada, this exclusion applies only to property damage to such nuclear facility and any property thereat. d. Under any Medical Payments coverage, to expenses with respect to bodily injury resulting from the hazardous properties of nuclear material and arising out of the operation of a nuclear facility by any person or organization. Solely as used in this exclusion: (a) property damage includes all forms of radioactive contamination of property; (b) hazardous properties includes but is not limited to radioactive, toxic or explosive properties; (c) source material, special nuclear material, and by-product material have the meanings given them in the Atomic Energy Act of 1954 or in any law amendatory thereof; (d) spent fuel means any fuel element or fuel component, solid or liquid, which has been used or exposed to radiation in a nuclear reactor. Form No: CNA75504XX (03-2015) Policy No: Policy Page: 6 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy 9. Recall of Products, Work or Impaired Property any actual or alleged loss, cost or expense incurred by the Named Insured or any person or entity, for the loss of use, withdrawal, recall, inspection, repair, replacement, adjustment, removal or disposal of your product, your work or impaired property, if such product, work, or property is withdrawn or recalled from the market or from use by any person or organization because of a known or suspected defect, deficiency, inadequacy or dangerous condition in it. 10. Unfair Competition/Antitrust Claims/RICO Claims any actual or alleged liability arising out of any: a. unfair competition, dilution, deceptive trade practices, or civil actions for consumer fraud; b. charges of price fixing, monopolization or restraint of trade; or c. any violation of: i. the Federal Trade Commission Act; ii. the Sherman Act, the Clayton Act, or any federal statutory provision regarding anti-trust, monopoly, price fixing, price discrimination, predatory pricing or restraint of trade; iii. the Racketeer Influenced and Corrupt Organizations Act; iv. any rules or regulations promulgated under or in connection with the above statutes; or v. any state, federal or local statute or other law which similarly regulates business practices. 11. Uninsured/Underinsured Motorists any actual or alleged liability arising out of any obligations under an uninsured/underinsured motorist law, a personal injury protection law, a reparations benefit law or other similar law. 12. War any actual or alleged liability arising, directly or indirectly out of any: a. war, including undeclared or civil war; b. warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or c. insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these. 13. Workers' Compensation and Similar Laws /Nonsubscriber Status any actual or alleged liability arising out of any obligation of any Insured: a. under a workers' compensation, disability benefits or unemployment compensation law or any similar law. b. by reason of a statement of non -subscription on file with any applicable Worker's Compensation authority of any State indicating the Named Insured has chosen not to participate in the Workers Compensation system in accordance with laws of such state. B. Coverage A - Excess Follow Form Liability Exclusions With respect to Coverage A - Excess Follow Form Liability, this Insurance does not apply to: 1. Coverages Subject to a Sub Limit any actual or alleged liability, loss, cost or expense covered under any underlying insurance which is Form No: CNA75504XX (03-2015) Policy No: Policy Page: 7 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy subject to a sub limit. 2. Crisis Management Expenses crisis management expenses except as provided for in Coverage C above even if such insurance is afforded under underlying insurance or would have been afforded but for the exhaustion of the underlying limits. 3. Pollution a. any actual or alleged bodily injury or property damage arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of pollutants: at or from any premises, site or location which is or was at any time owned or occupied by, or rented or loaned to, any Insured except that this subparagraph does not apply to: (a) bodily injury or property damage arising out of heat, smoke or fumes from a hostile fire; or (b) bodily injury if sustained within a building and caused by smoke, fumes, vapor or soot produced by or originating from equipment that is used to heat, cool or dehumidify the building, or equipment that is used to heat water for personal use, by the building's occupants or their guests; ii. at or from any premises, site or location which is or was at any time used by or for any Insured or others for the handling, storage, disposal, processing or treatment of waste; iii. which are or were at any time transported, handled, stored, treated, disposed of, or processed as waste by or for any Insured or any person or organization for whom the Named Insured may be legally responsible; or iv. at or from any premises, site or location on which any Insured or any contractors or subcontractors working directly or indirectly on any Insured's behalf are performing operations: (a) If the pollutants are brought on or to the premises, site or location in connection with such operations by such Insured, contractor or subcontractor; except that this subparagraph does not apply to bodily injury or property damage arising out of: (1) the escape of fuels, lubricants, or other operating fluids which are needed to perform the normal electrical, hydraulic or mechanical functions necessary for operation of mobile equipment or its parts, if such fuels, lubricants or other operating fluids escape from a vehicle part designed to hold, store or receive them. This exception does not apply if the bodily injury or property damage arises out of the intentional discharge, dispersal or release of the fuels, lubricants or other operating fluids, or if such fuels, lubricants or other operating fluids are brought on or to the premises, site or location with the intent that they be discharged, dispersed or released as part of the operations being performed by such Insured, contractor or subcontractor; or (2) heat, smoke or fumes from a hostile fire; or (b) If the operations are to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of pollutants; v. that are, or that are contained in property that is: (a) being transported or towed by, or handled for movement into, onto or from a covered auto; (b) otherwise in the course of transit; or Form No: CNA75504XX (03-2015) Policy No: Policy Page: 8 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy (c) being stored, disposed of, treated or processed in or upon the covered auto except that this subparagraph does not apply to fuels, lubricants, fluids, exhaust, gases or other similar Pollutants that are needed for or result from the normal electrical, hydraulic or mechanical functioning of the covered auto or its parts if the pollutants escape or are discharged, dispersed or released directly from an auto part designed by its manufacturer to hold, store, receive or dispose of such pollutants; vi. before the pollutants or property in which the pollutants are contained are moved from the place where they are accepted by the Insured for movement into or onto the covered auto; or vii. after the pollutants or property in which the pollutants are contained are moved from the covered auto to the place where they are finally delivered, disposed of or abandoned by the Insured. Subparagraphs vi. and vii. do not apply if the pollutants or property in which the pollutants are contained are upset, overturned or damaged as a result of the maintenance or use of a covered auto and the discharge, dispersal, release or escape of the pollutants is caused directly by such upset, overturn or damage. b. any actual or alleged personal and advertising injury arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of pollutants at any time. c. any actual or alleged loss, cost or expense arising out of any: i. request, demand, order or statutory or regulatory requirement that any Insured or others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of pollutants; or ii. claim by or on behalf of a governmental authority for damages because of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding to, or assessing the effects of pollutants. However, if liability for damages because of property damage is not excluded by paragraph a. of this exclusion, then neither will paragraph c. above serve to exclude such damages. C. Coverage B - Umbrella Liability Exclusions With respect to the Coverage B - Umbrella Liability, this Insurance does not apply to: 1. Aircraft, Auto, Watercraft or Mobile Equipment any actual or alleged bodily injury, property damage, personal and advertising injury arising out of the ownership, maintenance, operation, use, loading or unloading or entrustment to others of any: aircraft owned by any Insured or rented, loaned or chartered by or on behalf of any Insured without crew; or b. autos, watercraft or mobile equipment This exclusion applies even if such claim against an Insured alleges negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that Insured. This exclusion does not apply to: i. watercraft while ashore on premises the Named Insured owns or rents; ii. watercraft the Named Insured does not own that is: (a) less than 55 feet long; and (b) not being used to carry persons or property for a charge; or Form No: CNA75504XX (03-2015) Policy No: Policy Page: 9 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy iii. liability assumed under any insured contract for the ownership, maintenance or use of watercraft. 2. Contractual Liability any actual or alleged bodily injury, property damage or personal and advertising injury for which an Insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement other than an insured contract. This exclusion does not apply to liability that the Insured would have in the absence of such contract or agreement. 3. Damage to Property any actual or alleged property damage to: a. property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by the Named Insured, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; b. premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; c. property loaned to the Named Insured; d. personal property in the care, custody or control of the Insured; e. that particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on its behalf are performing operations, if the property damage arises out of those operations; or f. that particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraph b. of this exclusion does not apply if the premises are your work and were never occupied, rented or held for rental by the Named Insured. Paragraphs c., d., e. and f. of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph f. of this exclusion does not apply to property damage included in the products -completed operations hazard. 4. Damage to Your product any actual or alleged property damage to your product arising out of it or any part of it. 5. Damage to Your work any actual or alleged property damage to your work arising out of it or any part of it and included in the products -completed operations hazard. This exclusion does not apply if the damaged work or the work out of which the damage arises was performed on the Named Insured's behalf by a subcontractor. 6. Employee Injury any actual or alleged bodily injury or personal and advertising injury to: a. an employee arising out of and in the course of employment by the Insured or performing duties related to the conduct of the Insured's business; or b. the spouse, child, parent, brother or sister of that employee as a consequence of a. above. Form No: CNA75504XX (03-2015) Policy No: Policy Page: 10 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy This exclusion applies: i. whether an Insured may be liable as an employer or in any other capacity; and ii. to any obligation to share damages with or repay someone else who must pay damages because of the injury. This exclusion does not apply to liability assumed by the Insured under an insured contract. 7. Expected or Intended injury any actual or alleged bodily injury or property damage arising out of an act or omission: a. intended by an Insured; or b. that would be expected from the standpoint of a reasonable person in the circumstances of the Insured; to cause bodily injury or property damage, even if the actual bodily injury or property damage is of a different degree or type than intended or expected. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 8. Fungi or Other Organic Pathogens a. any actual or alleged bodily injury, property damage or personal and advertising injury arising out of any actual, alleged or threatened inhalation of, ingestion of, contact with, exposure to, existence of, or growth or presence of any fungi or other organic pathogens; b. any actual or alleged loss, cost or expense arising out of or relating to the testing for, monitoring, cleaning up, removing, containing, treating, detoxifying, neutralizing, remediating,or disposing of, or in any way responding to or assessing the effects of fungi or other organic pathogens by any Insured or by anyone else; or c. any actual or alleged property damage caused by water where there also exists any property damage arising out of or relating to, in whole or in part, the actual, alleged or threatened inhalation of, ingestion of, contact with, exposure to, existence of, or growth or presence of any fungi or other organic pathogens. This exclusion applies regardless of any other cause or event that contributes concurrently or in any sequence to such injury or damage, loss, cost or expense. 9. Liquor Liability any actual or alleged bodily injury or property damage for which any Insured may be held liable by reason of: a. causing or contributing to the intoxication of any person, including causing or contributing to the intoxication of any person because alcoholic beverages were permitted to be brought on the Insured's premises, for consumption on the Insured's premises; b. the furnishing of alcoholic beverages to a person under the legal drinking age or under the influence of alcohol; or any statute, ordinance or regulation relating to the sale, gift, distribution or use of alcoholic beverages. This exclusion applies even if the claims against any Insured allege negligence or other wrongdoing in: i. the supervision, hiring, employment, training or monitoring of others by that Insured; or Form No: CNA75504XX (03-2015) Policy No: Policy Page: 11 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy ii. providing or failing to provide transportation with respect to any person that may be under the influence of alcohol, if the occurrence which caused the bodily injury or property damage involved that which is described in paragraph a., b. or c. above. 10. Nonemployment Related Discrimination any actual or alleged personal and advertising injury arising out of any actual or alleged nonemployment related discrimination committed intentionally against a person. 11. Personal and Advertising Injury any actual or alleged personal and advertising injury: a. Breach of Contract arising out of breach of contract, except an implied contract to use another's advertising idea in the Named Insured's advertisement. b. Criminal Acts or Conduct arising out of any actual or alleged criminal act or omission committed by or at the direction of any Insured. This exclusion does not apply to the extent liability is imposed upon the Insured for acts or omissions of another committed without the knowledge or consent of the Insured. c. Electronic Chat Rooms or Bulletin Boards arising out of an electronic chat room or bulletin board the Insured hosts, owns, or over which the Insured exercises control. d. Infringement of Copyright, Patent, Trademark or Trade Secret arising out of infringement of copyright, patent, trademark, trade secret or other intellectual property rights. Under this exclusion, such other intellectual property rights do not include the use of another's advertising idea in the Named Insured's advertisement. However, this exclusion does not apply to infringement of copyright, trade dress or slogan in the Named Insured's advertisement. e. Insureds in Media and Internet Type Businesses committed by an Insured whose business is: i. advertising, broadcasting, publishing or telecasting; ii. designing or determining content or web -sites for others; or iii. an Internet search, access, content or service provider. However, this exclusion does not apply to paragraph A., B. or C. of personal and advertising injury as defined in the section entitled Definitions. For the purposes of this exclusion, the placing of frames, borders or links, or advertising, for the Named Insured or others anywhere on the Internet, is not by itself, considered the business of advertising, broadcasting, publishing or telecasting. f. Knowing Violation of Rights of Another caused by an actual or alleged offense, act or omission by or at the direction of the Insured if the Insured knew or should have known that such offense, act or omission would cause such personal and advertising injury. Form No: CNA75504XX (03-2015) Policy No: Policy Page: 12 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA g. Material Published Prior To Policy Period CNA Paramount Excess and Umbrella Liability Policy arising out of oral or written publication, in any manner, of material whose first publication took place before the beginning of the policy period. h. Material Published with Knowledge of Falsity arising out of written publication in any manner of material, if the Insured knew or should have known the material was false. i. Quality or Performance of Goods — Failure to Conform to Statements arising out of any failure of goods, products or services to conform to any statement of quality or performance made in the Named Insured's advertisement. j. Unauthorized Use of Another's Name or Product arising out of unauthorized use of another's name or product in the Named Insured's e-mail address, domain name or metatag, or any other similar tactics to mislead another's potential customers. k. Wrong Description of Prices arising out of the wrong description of the price of goods, products or services stated in the Named Insured's advertisement. 12. Pollution a any actual or alleged bodily injury, property damage or personal and advertising injury arisingout of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of pollutants at any time. b. any actual or alleged loss, cost or expense arising out of any: i. request, demand, order, or statutory or regulatory requirement that anyone test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to or assess the effects of pollutants; or ii. claim by or on behalf of a governmental authority for damages because of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding to or assessing the effects of pollutants. 13. Silica a. any actual or alleged bodily injury arising, in whole or in part, out of the actual, alleged or threatened respiration or ingestion at any time of silica; or b. any actual or alleged property damage arising in whole or in part out of the actual, alleged or threatened presence of silica. c. any actual or alleged personal and advertising injury arising, in whole or in part, out of the actual, alleged or threatened: i. exposure at any time to; or ii. presence at any time of; silica. 14. Terrorism any actual or alleged bodily Injury, property damage or personal and advertising injury arising out of any act of terrorism. Form No: CNA75504XX (03-2015) Policy No: Policy Page: 13 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. DNA D. Coverage D - Key Employee Exclusions CNA Paramount Excess and Umbrella Liability Policy With respect to Coverage D — Key Employee, this insurance does not apply to any actual or alleged: 1. Death or Disability death or permanent disability of a key employee relating to, or arising out of: a. nuclear reaction or radiation or radioactive contamination, however caused; b. sickness or disease, including mental illness or mental injury; c. pregnancy, childbirth, miscarriage or abortion; d. suicide, attempted suicide or self inflicted bodily injury, while sane or insane; e. the key employee's intoxication, impairment or otherwise being under the influence of alcohol or controlled substances; f. war, including undeclared or civil war; g. warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or h. insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these. 2. Other Expenses a. expenses the Named Insured incurs which the Named Insured would not have incurred if the Named Insured had used all reasonable means to: i. find a permanent replacement for the key employee; and ii. reduce or discontinue the key employee replacement expense; as soon as possible after the Named Insured's permanent loss of the services of the key employee caused by a covered accident. b. additional expenses incurred due to the Named Insured's loss of the services of a permanent replacement appointed or hired to replace a key employee, however caused. However, this exclusion does not apply if the replacement employee is included in the definition as a key employee and the Named Insured's loss of the services of the replacement employee is caused by a covered accident. IV. WHO IS AN INSURED The following persons or organizations are Insureds. A. With respect to Coverage A - Excess Follow Form Liability, the Named Insured and any persons or organizations included as an insured under the provisions of underlying insurance are Insureds, and then only for the same coverage, except for limits of insurance, afforded under such underlying insurance. B. With respect to the Coverage B - Umbrella Liability: 1. If the Named Insured is designated in the Declarations of this Policy as: a. an individual, the Named Insured and the Named Insured's spouse are Insureds, but only with respect to the conduct of a business of which the Named Insured is the sole owner. b. a partnership or joint venture, the Named Insured is an Insured. The Named Insured's members, the Named Insured's partners, and their spouses are also Insureds, but only with respect to the conduct of the Named Insured's business. Form No: CNA75504XX (03-2015) Policy No: Policy Page: 14 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy c. a limited liability company, the Named Insured is an Insured. The Named Insured's members are also Insureds, but only with respect to the conduct of the Named Insured's business. The Named Insured's managers are Insureds, but only with respect to their duties as the Named Insured's managers. d. an organization other than a partnership, joint venture or limited liability company, the Named Insured is an Insured. The Named Insured's executive officers and directors are Insureds, but only with respect to their duties as the Named Insured's officers or directors. The Named Insured's stockholders are also Insureds, but only with respect to their liability as stockholders. a trust, the Named Insured is an Insured. The Named Insured's trustees are also Insureds, but only with respect to their duties as trustees. 2. Each of the following are also Insureds: a. The Named Insured's volunteer workers but only while performing duties related to the conduct of the Named insured's business. b. The Named Insured's employees, other than either the Named Insured's executive officers (if the Named Insured is an organization other than a partnership, joint venture or limited liability company) or the Named Insured's managers (if the Named Insured is a limited liability company), but only for acts within the scope of their employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business. However, none of these employees or volunteer workers are Insureds for: i. bodily injury or personal and advertising injury: (a) to the Named Insured, to the Named Insured's partners or members (if the Named Insured is a partnership or joint venture), to the Named Insured's members (if the Named Insured is a limited liability company), to a co -employee while in the course of his or her employment or performing duties related to the conduct of the Named Insured's business, or to the Named Insured's other volunteer workers while performing duties related to the conduct of the Named Insured's business; (b) to the spouse, child, parent, brother or sister of that co -employee or volunteer worker as a consequence of paragraph (i)(a) above; (c) for which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in paragraph i. (a) or (b) above; or (d) arising out of his or her providing or failing to provide professional health care services. ii. property damage to property: (a) owned, occupied or used by; (b) rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by; the Named Insured, any of the Named Insured's employees, volunteer workers, any partner or member (if the Named Insured is a partnership or joint venture), or any member (if the Named Insured is a limited liability company). C. With respect to the Coverage C - Crisis Event Management and the Coverage D - Key Employee, the Named Insured is the Insured. V. LIMITS OF INSURANCE A. Multiple Insureds, claims, claimants The limits of insurance shown in the Declarations of this Policy and the rules below fix the most the Form No: CNA75504XX (03-2015) Policy No: Policy Page: 15 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA Insurer will pay regardless of the number of: 1. Insureds; 2. claims made or brought against the Insured; CNA Paramount Excess and Umbrella Liability Policy 3. persons or organizations making claims or bringing claims; and 4. coverages under this Policy. B. Aggregate Limit Subject to the paragraphs D. and E. below, the limit of insurance shown in the Declarations of this Policy as the Aggregate limit is the most that the Insurer will pay as damages under this Policy, regardless of which coverage applies, except for: damages covered by any auto liability policy listed in the Schedule of Underlying Insurance where the limits of insurance of such auto liability policy are not aggregated; and 2. damages covered under the products -completed operations hazard. The limits of insurance shown in the Declarations of this Policy apply to the entire policy period, regardless of length. In addition, with respect to Coverage A — Excess Follow Form Liability only, the Aggregate limit shown in the Declarations of this Policy shall be applied in the same manner as the applicable Aggregate limits in the Schedule of underlying insurance. C. Aggregate Products -Completed Operations Hazard Subject to paragraph D. and E. below, the limit of insurance shown in the Declarations of this Policy as the Aggregate Products -Completed Operations Hazard limit is the most that the Insurer will pay as damages arising out of the products -completed operations hazard, regardless of whether such damages are or otherwise would be covered in any way under more than one coverage. D. Policy Aggregate Limit This provision D. only applies if an amount is shown in the Declarations as the Policy Aggregate Limit. Subject to the Each Incident limit, Aggregate limit and Aggregate products -completed operations hazard limit, the Policy Aggregate limit is the most the Insurer will pay as damages under this Policy, regardless of which coverage applies, except for damages covered by any auto liability policy listed in the Schedule of Underlying Insurance where the limits of insurance of such auto liability policy are not aggregated. E. Each Incident Subject to paragraphs B., C. and D. above, the limit of insurance shown in the Declarations of this Policy as the Each Incident limit is the most the Insurer will pay for the sum of all damages arising out of any one incident under this Policy, regardless of which coverage applies. F. Crisis Management Solely with respect to Coverage C — Crisis Management Expenses, the most the Insurer will pay is the limit of insurance shown on the Declarations of this Policy as the Crisis Management Expenses Aggregate limit, regardless of the number crisis management events for which crisis management expenses are incurred. Crisis management expenses are not subject to the retained amount. The Crisis Management Expenses Aggregate limit of insurance is in addition to and will not erode any other limits of this Policy. The Crisis Management Expenses Aggregate limit of insurance shall be excess of any other limits of insurance available to the Insured for the same expenses. G. Key Employee Replacement Expenses Form No: CNA75504XX (03-2015) Policy No: Policy Page: 16 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy Solely with respect to Coverage D — Key Employee, the most the Insurer will pay for key employee replacement expenses is the Key Employee Aggregate limit shown on the Declarations of this Policy, regardless of the number key employees for which key employee replacement expenses are incurred. Key employee replacement expenses are not subject to the retained amount. The Key Employee Replacement Expenses Aggregate limit of insurance is in addition to and will not erode any other limits of this Policy. The Key Employee Replacement Expenses Aggregate limit of insurance shall be excess of any other limits of insurance available to the Insured for the same expenses. H. Defense Costs Defense costs are either paid within or are in excess of the limits of insurance as set forth in paragraph C. of the section entitled Defense Costs Payment and Related Duties. I. Exhaustion or Reduction of Applicable Underlying Limit Solely with respect to Coverage A - Excess Follow Form Liability, if the applicable underlying limits are: 1. reduced solely by the payment of covered loss as set forth in Coverage A including related costs and expenses (if such related costs and expense reduce such limits) Coverage A will apply in excess of the remaining amount of such applicable underlying limit; or 2. exhausted, solely by the payment of covered loss as set forth in Coverage A including related costs and expenses (if such related costs and expense reduce such limits) then Coverage A will apply, subject to this Policy's limit of insurance provision and to the remaining terms and provisions and conditions of this Policy in place of such exhausted applicable underlying limit. If any loss covered under any underlying insurance is subject to a sub -limit (whether or not such sub -limit erodes the limits generally available to all claims), then the underlying limits shall not be deemed depleted by payment of any such sub -limits. Nothing herein shall serve to increase the limits of insurance shown in the Declarations of this Policy. VI. CONDITIONS A. Appeals If the Named Insured or its underlying insurers elect not to appeal a judgment in excess of the limits of insurance afforded by the underlying insurance the Insurer may elect to appeal at the Insurer's expense. The Insurer's limits of insurance shall not be increased because of such appeal. However, the Insurer will pay the following costs and expenses: 1. all premium bonds to release attachments for an amount not in excess of the applicable limit of insurance of this policy; 2. all premiums on appeal bonds required in such defended claims, but without obligation to apply for or furnish such bonds; 3. court fees; and 4. costs and expenses taxed against the Named Insured by the appellate court and interest accruing after entry of a judgment against the Named Insured and before the Insurer has paid, offered to pay, or deposited in court the part of the judgment that is within the applicable limit of insurance of this Policy. Where the underlying insurers terminate their liability to pay interest on the judgment by an offer to pay their limits, the Named Insured shall demand that such limits be paid. If the appeal is successful, such amounts not obligated to be paid shall be returned to such underlying insurer. B. Cancellation and Nonrenewal Form No: CNA75504XX (03-2015) Policy No: Policy Page: 17 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy The Cancellation/Non renewal provisions are as set forth in the Cancellation/Nonrenewal Endorsement attached to this Policy. C. Changes to the Policy Notice to any of the Insurer's agents or knowledge possessed by any such agent or any other person shall not act as a waiver or change in any part of this Policy, nor will such notice prevent the Insurer from asserting any rights under the provisions of this Policy. None of the provisions of this Policy will be waived, changed or modified except by written endorsement issued by the Insurer to form a part of this Policy. D. Concealment, Misrepresentation and Fraud No concealment, misrepresentation or fraud shall avoid or defeat recovery under this Policy unless such concealment, misrepresentation or fraud was material. Concealment, misrepresentation or fraud in the procurement of this Policy which if known by the Insurer would have led to refusal by the Insurer to make this contract or provide coverage, or to make this contract or provide coverage on different terms or conditions, will be deemed material. E. Duties of the First Named Insured on the Declarations of this Policy The First Named Insured, on behalf of all others, will be: 1. authorized to make changes in the terms of this Policy with the consent of the Insurer; 2. the payee of any premiums the Insurer refunds; 3. responsible for: a. remitting the payment of all premiums due, but all Named Insureds jointly and severally agree to make such payments in full if the First Named Insured fails to pay the amount due within 10 days after the Insurer give written notice or demand; b. keeping records of the information the Insurer requires for premium computation, and sending copies of such records at such times as requested by the Insurer; c. notifying the Insurer that the First Named Insured on behalf of all others wants to cancel this Policy; and d. providing any notice required under this Policy. F. Economic and Trade Sanctions This Policy does not provide coverage for an Insured, transaction or that part of loss that is uninsurable under the laws or regulations of the United States concerning trade or economic sanctions. G. Entire Contract By acceptance of this Policy, the Insureds agree that this Policy, including all endorsements to this Policy, constitute the entire contract existing between the parties relating to this insurance. H. Estates, Legal Representatives and Spouses The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this Policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such provided however that this sentence does not apply to the spouse of: 1. a sole proprietorship Named Insured; or Form No: CNA75504XX (03-2015) Policy No: Policy Page: 18 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy 2. members or partners of joint venture or partnership Named Insureds. Examination of the Named Insured's Books and Records The Insurer may examine and audit the Named Insured's books and records as they relate to this Policy at any time during the policy period and up to 3 years afterward. J. Financial Impairment Bankruptcy, rehabilitation, receivership, liquidation or other financial impairment of the Named Insured or an underlying insurer shall neither relieve nor increase any of the Insurer's obligations under this Policy. In the event there is diminished recovery or no recovery available to the Named Insured as a result of financial impairment of an underlying insurer, the coverage under this Policy shall apply only in excess of the underlying limits. Under no circumstances shall the Insurer be required to drop down and replace the underlying limits, or assume the obligations of the Named Insured or the financially impaired insurer. K. Headings The description in the headings and subheadings of this Policy is solely for convenience, and forms no part of the terms and conditions of coverage. L. Inspections and Surveys The Insurer has the right but is not obligated to: 1. make inspections and surveys at any time; 2. give the Named Insured reports on the conditions it finds; 3. recommend changes; or 4. conduct loss control and prevention activity. Any inspections, surveys, reports, or recommendations relate only to insurability and the premiums to be charged. The Insurer does not: 1. make safety inspections; 2. undertake to perform the duty of any organization to provide for the health or safety of workers or the public; nor 3. warrant that conditions are safe or healthful or comply with laws, regulations, codes or standards. This provision applies not only to the Insurer, but also to any rating, advisory, rate service, or similar organization which makes insurance inspections, surveys, recommendations, reports, or gives loss control or prevention advice, on its behalf. M. Legal Action Limitation No person or organization has a right under this Policy: 1. to join the Insurer as a party or otherwise bring the Insurer into a suit asking for damages from an Insured; or 2. to sue Insurer on this Policy unless all of its terms have been fully complied with. A person or organization may sue the Insurer to recover on an agreed settlement or on a final judgment against an Insured; but the Insurer will not be liable for damages that are not payable under the terms of this Policy or that are in excess of the applicable limit of insurance. An "agreed settlement" means a settlement and release of liability signed by the Insurer, the Insured and the claimant or the claimant's legal representative. Form No: CNA75504XX (03-2015) Policy No: Policy Page: 19 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA N. Maintenance of Underlying Insurance CNA Paramount Excess and Umbrella Liability Policy Solely with respect to Coverage A - Excess Follow Form Liability, while this Policy is in force the First Named Insured agrees that the underlying insurance and renewals and replacements thereof shall be maintained, without alterations of terms or conditions, in full effect during the term of this Policy; except for reduction or exhaustion of the limits of insurance in the underlying insurance, provided that such reduction or exhaustion is solely the result of incidents covered under this Policy. If the First Named Insured fails to maintain underlying insurance, this condition shall not invalidate this Policy. However, in the event of such failure, the Insurer will only be liable to the same extent as if such underlying insurance was in full force and effect without alteration of its terms and conditions. O. Notice of Claims/Crisis Management Event/Covered Accident 1. Solely with respect to Coverage A - Excess Follow Form Liability, if any underlying insurance is a policy issued by the Insurer or any of its affiliates, then notice of any claim under such underlying insurance is notice to the Insurer under this Policy. 2. It is a condition precedent to coverage under this Policy that: a. subject to paragraph b. below, the Insured notify the Insurer as soon as practicable of an incident which an Insured believes may result in a claim. To the extent possible, notice should include: i. how, when and where the incident took place; ii. the names and addresses of any injured persons and witnesses; and iii. the nature and location of any injury or damage arising out of the incident. b. the Insured notify the Insurer as soon as practicable of an incident if it involves: i. a demand against the Insured which exceeds 50% of any remaining applicable underlying limit; ii. any underlying insurance reserve or monetary exposure exceeding $500,000; or iii. any of the following: (a) brain damage, including but not limited to any neurological impairment of infants or adults and coma; (b) spinal cord injury, including but not limited to paraplegia or quadriplegia; (c) loss of any organ; (d) severe disfigurement, including but not limited to burns and amputations; or (e) death. c. if a claim is made against any Insured, the Named Insured: i. will immediately record the specifics of the claim and the date received and notify the Insurer of such claim; ii. will immediately send the Insurer copies of any demands, notices, summonses or legal papers received in connection with the claim; iii. will authorize the Insurer to obtain records and other information; iv. will cooperate with the Insurer in the investigation or settlement of the claim or defense against the suit; will assist the Insurer, upon its request, in the enforcement of any right against any person Form No: CNA75504XX (03-2015) Policy No: Policy Page: 20 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy or organization which may be liable to the Insured because of injury or damage to which this insurance may also apply; and vi. will not voluntarily make a payment, except at its own cost, assume any obligation, or incur any expense, other than for first aid, without the Insurer's prior consent. 3. Cooperation With respect to both Coverage A - Excess Follow Form Liability and Coverage B — Umbrella Liability, the Named Insured will cooperate with the Insurer in addressing all claims required to be reported to the Insurer in accordance with this paragraph O. Notice of Claims/Crisis Management Event/Covered Accident, and refuse, except solely at its own cost, to voluntarily, without the Insurer's approval, make any payment, admit liability, assume any obligation or incur any expense related thereto. P. Notices Any notices required to be given by an Insured shall be submitted in writing to the Insurer at the address set forth in the Declarations of this Policy. Q. Other Insurance If the Insured is entitled to be indemnified or otherwise insured in whole or in part for any damages or defense costs by any valid and collectible other insurance for which the Insured otherwise would have been indemnified or otherwise insured in whole or in part by this Policy, the limits of insurance specified in the Declarations of this Policy shall apply in excess of, and shall not contribute to a claim, incident or such event covered by such other insurance. With respect to Coverage A — Excess Follow Form Liability only, if: the Named Insured has agreed in writing in a contract or agreement with a person or entity that this insurance would be primary and would not seek contribution from any other insurance available; b. Underlying Insurance includes that person or entity as an additional insured; and c. Underlying Insurance provides coverage on a primary and noncontributory basis as respects that person or entity; then this insurance is primary to and will not seek contribution from any insurance policy where that person or entity is a named insured. R. Premium All premium charges under this Policy will be computed according to the Insurer's rules and rating plans that apply at the inception of the current policy period. Premium charges may be paid to the Insurer or its authorized representative. S. In Rem Actions A quasi in rem action against any vessel owned or operated by or for a Named Insured, or chartered by or for a Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. T. Separation of Insureds Except with respect to the limits of insurance, and any rights or duties specifically assigned in this Policy to the First Named Insured, this insurance applies: 1. as if each Named Insured were the only Named Insured; and 2. separately to each Insured against whom a claim is made. U. TransfePof Interest Form No: CNA75504XX (03-2015) Policy No: Policy Page: 21 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy Assignment of interest under this policy shall not bind the Insurer unless its consent is endorsed hereon. V. Unintentional Omission Based on Insurer's reliance on the Named Insured's representations as to existing hazards, if the Named Insured should unintentionally fail to disclose all such hazards at the effective date of this Policy, the Insurer will not deny coverage under this Policy because of such failure. W. Waiver of Rights of Recovery The Insurer waives any right of recovery it may have against any person or organization because of payments the Insurer makes under this Policy if the Named Insured has agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement: 1. is in effect or becomes effective during the policy period; and 2. was executed prior to loss. VII. DEFINITIONS For purposes of this Policy, words in bold face type, whether expressed in the singular or the plural, have the meaning set forth below. Advertisement means a notice that is broadcast or published to the general public or specific market segments about the Named Insured's goods, products or services for the purpose of attracting customers or supporters. For the purposes of this definition: A. notices that are published include material placed on the Internet or on similar electronic means of communication; and B. regarding web -sites, only that part of a web -site that is about the Named Insured's goods, products or services for the purposes of attracting customers or supporters is considered an advertisement. Aircraft means any machine or device that is capable of atmospheric flight. Arbitration proceeding means a formal alternative dispute resolution proceeding or administrative hearing to which an Insured is required to submit by statute or court rule or to which an Insured has submitted with the Insurer's consent. Asbestos means the mineral in any form whether or not the asbestos was at any time airborne as a fiber, particle or dust, contained in or formed a part of a product, structure or other real or personal property, carried on clothing, inhaled or ingested, or transmitted by any other means. Authorized Insured means any executive officer, member of the Named Insured's risk management or in-house general counsel's office, or any employee authorized by the Named Insured to give or receive notice of a claim. Auto means: A. a land motor vehicle, trailer or semitrailer designed for travel on public roads, including any attached machinery or equipment; or B. any other land vehicle that is subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged. However, auto does not include mobile equipment. Bodily injury means bodily injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the bodily injury, sickness or disease. Claim means a: A. suit; or Form No: CNA75504XX (03-2015) Policy No: Policy Page: 22 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. DNA CNA Paramount Excess and Umbrella Liability Policy B. written or oral demand for damages alleging injury to which this insurance applies. Coverage territory means: A. the United States of America (including its territories and possessions), Puerto Rico and Canada; B. international waters or airspace, but only if the injury or damage occurs in the course of travel or transportation between any places included in paragraph A. above; or C. all other parts of the world if the injury or damage arises out of: 1. goods or products made or sold by the Named Insured in the territory described in paragraph A. above; 2. the activities of a natural person whose home is in the territory described in paragraph A. above, but is away for a short time on the Named Insured's business; or 3. an offense that take place through the Internet or similar electronic means of communication, provided that the Insured's responsibility to pay damages is determined in a suit on the merits, in the territory described in paragraph A. above or in a settlement the Insurer agrees to. Covered accident means a sudden and unexpected event, which solely and independently of any other cause results in the key employee's death or permanent disability within one year after the date of the sudden event. Crisis management event means an event that an executive officer reasonably believes has resulted or may result in significant adverse regional or national media coverage and a claim for: A. bodily injury, property damage or any of the following personal and advertising injury offenses: 1. false arrest, detention or imprisonment; 2. malicious prosecution or abuse of process; or 3. wrongful eviction from, wrongful entry into, or the invasion of the right of private occupancy of a room, dwelling or premises that a person occupies committed by or on behalf of its owner, landlord or lessor; and B. damages to which this insurance applies, that are in excess of any applicable: 1. underlying limits; or 2. retained amount. Crisis management expenses means crisis management public relations expenses and crisis management other expenses provided however crisis management expenses do not include any of the following: A. salary, wages, or benefits of the Named Insured or the Named Insured's employees; B. loss of business income; C. costs to acquire, repair or replace real or personal property; or D. expense to hire a public adjuster or appraiser or any other claim adjustment expenses incurred by a Named Insured. Crisis management public relations expenses means reasonable and necessary expenses incurred in connection with a crisis management event by the Named Insured: A. to hire a crisis management firm; B. to set up call centers or similar inquiry management system to manage inquiries from, or to directly contact, individuals or entities that may be directly impacted by such crisis management event; to create and deliver notification letters to contact individuals or entities that may be directly impacted Form No: CNA75504XX (03-2015) Policy No: Policy Page: 23 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy by the crisis management event; or D. other related miscellaneous expenses. Crisis management other expenses means reasonable and necessary expenses incurred in connection with a crisis management event by the Named Insured: A. to pay medical expenses, funeral expenses, psychological counseling expenses, travel expenses, and temporary living expenses of a third party who incurs bodily injury, or a family member of such third party, by reason of such crisis management event; B. for travel expenses incurred by or on behalf of Insureds and at the direction of the crisis management firm; C. to secure the scene of a crisis management event; and D. other related miscellaneous expenses. Crisis management firm means a public relations firm, law firm or crisis management firm approved by the Insurer to provide media management services and to respond to actual or anticipated adverse publicity arising out of a crisis management event or covered accident. Damages means the amount an Insured is legally obligated to pay, either through: A. final adjudication of a claim; or B. through compromise or settlement of a claim with the Insurer's written consent or direction, because of covered incidents. In addition, damages includes the above -mentioned sums only after deducting all other recoveries and salvages. However, damages does not include: 1. civil or criminal fines, sanctions, penalties or forfeitures, whether pursuant to law, statute, regulation or court rule; 2. injunctive or declaratory relief; 3. any amount that is not insurable under any applicable law; or 4. plaintiff's attorney fees associated with any of the above. Notwithstanding paragraph 3. above, damages shall include (subject always to this Policy's other terms, conditions and limitations) punitive and exemplary damages the enforceability of which shall be governed by such applicable law that most favors coverage for damages. Defense costs mean: A reasonable and necessary fees, costs, and expenses incurred by the Insurer or consented to by the Insurer and incurred by the Named Insured in the defense or appeal of a covered suit or in the investigation of any covered claim, and includes premium for appeal bonds arising out of a covered judgment, attachment bonds or similar bonds, but only for bond amounts up to the applicable limit of insurance. In addition, the Insurer will pay up to $250 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which bodily injury coverage applies. The Insurer has no obligation to provide such bonds. B. prejudgment interest awarded against an Insured on that part of a judgment covered by this policy. If the Insurer makes an offer to pay the applicable limit of insurance, the Insurer will not pay any prejudgment interest based on that period of time after the offer. post judgment interest which accrues after entry of judgment, but before the Insurer has paid or offered C. to pay, or deposited in court that part of the judgment which is within the limit of insurance of this Policy. The amount of interest the Insurer pays will be in direct proportion to the amount of damages Form No: CNA75504XX (03-2015) Policy No: Policy Page: 24 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy the Insurer pays in relation to the total amount of the judgment. D. all reasonable expenses incurred by a natural person Insured at the Insurer's request to assist the Insurer in the investigation or defense of the claim. This includes such Insured's actual loss of earnings up to $750 per day, because of time off from work. E. all court costs taxed against the Insured in the suit. However, these payments do not include attorneys' fees or attorneys' expenses taxed against the Insured. Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. Employee includes leased workers or employees loaned to the Insured. Temporary workers are not employees. Executive Officer means any natural person holding any of the following positions created by the Named Insured's charter, constitution, bylaws or any other similar governing document: A. director, officer, trustee or governor of a corporation; B. management committee member of a joint venture; C. partner of a partnership; D. manager of a limited liability company; and E. trustee of a trust. An executive officer is not an employee. First Named Insured means the person or organization first listed as a Named Insured in the Declarations of this Policy. Fungi means any form of fungus, including but not limited to, yeast, mold, mildew, rust, smut or mushroom, and including any spores, mycotoxins, odors, or any other substances, products, or byproducts produced by, released by, or arising out of the current or past presence of fungi. However, fungi does not include any fungi intended by the Insured for human consumption. Hostile fire means one which becomes uncontrollable or breaks out from where it was intended to be. Impaired property means tangible property, other than your product or your work that cannot be used or is less useful because: A. it incorporates your product or your work that is known or thought to be defective, deficient, inadequate or dangerous; or B. the Named Insured has failed to fulfill the terms of a contract or agreement, if such property can be restored to use by the repair, replacement, adjustment or removal of your product or your work; or the Named Insured's fulfilling the terms of the contract or agreement. Incident means: A. with respect to Coverage A - Excess Follow Form Liability, a covered event as defined in applicable underlying insurance; B. solely with respect to Coverage B - Umbrella Liability: 1. with respect to bodily injury and property damage, incident means an occurrence; or C. 2. with respect to personal and advertising injury, incident means an offense that gives rise to such personal and advertising injury. Form No: CNA75504XX (03-2015) Policy No: Policy Page: 25 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. DNA CNA Paramount Excess and Umbrella Liability Policy Insured means any person or organization set forth in the section entitled WHO IS AN INSURED. Insured contract means: A. a contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to the Namedlnsured or temporarily occupied by the Named Insured with permission of the owner is not an insured contract; B. a sidetrack agreement; C. an easement or license agreement; except in connection with construction or demolition operations on or within 50 feet of a railroad; D. an obligation, as required by ordinance, to indemnify a municipality except in connection with work for a municipality; E. an elevator maintenance agreement; or F. the part of any other contract or agreement pertaining to its business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization, provided the bodily injury or property damage is caused, in whole or in part, by the Named Insured or by those acting on its behalf. However, such part of a contract or agreement shall only be considered an insured contract to the extent the Named Insured's assumption of the tort liability is permitted by law. "Tort liability" means liability that would be imposed by law in the absence of contracts or agreements. This paragraph F. does not include that part of a contract or agreement: 1. that indemnifies a railroad for bodily injury or property damage arising out of construction or demolition operations, within 50 feet of any railroad property and affecting any railroad bridge or trestle, tracks, road -beds, tunnel, underpass or crossing; 2. that indemnifies an architect, engineer or surveyor for bodily injury or property damage arising out of: a preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b giving directions or instructions, or failing to give them, if that is the primary cause of the bodily injury or property damage; 3 under which an Insured, if an architect, engineer or surveyor, assumes liability for bodily injury or property damage arising out of such Insured's rendering or failure to render professional services, including those listed in paragraph 2. above and supervisory, inspection, architectural or engineering activities; or 4. that indemnifies a person or organization for damage by fire to premises rented to or loaned to an Insured. Key employee means any of the following officer and employment positions: A. Chief Executive Officer; B. Chief Operating Officer; C. Chief Financial Officer; D. Corporate Secretary; E. Treasurer; F. Executive Vice President; and Form No: CNA75504XX (03-2015) Policy No: Policy Page: 26 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy G. Risk Manager Key employee also means anyone added as such by endorsement to the Policy. Key employee replacement expenses means the actual and necessary expenses incurred by the Named Insured: A. to continue the performance of the key employee's normal job responsibilities, with comparable quality, while a permanent replacement for the key employee is being sought, appointed or hired, and trained. B. to find a qualified permanent replacement to fill the key employee's position: 1. costs of advertising the employment position opening; 2. travel, lodging, meal and entertainment expenses incurred in interviewing job applicants for the employment position opening; and 3. miscellaneous extra expenses incurred in finding, interviewing and negotiating with the job applicants, including, but not limited to, overtime pay, costs to verify the background and references of the job applicants and legal expenses incurred to draw up employment contracts. C. to minimize the amount of key employee replacement expenses, but only to the extent the amount of key employee replacement expenses otherwise payable under paragraphs 1. and 2. above are reduced. D. to relocate the replacement employee to an area within a reasonable commute from their place of employment. E. to pay the following reasonable and necessary expenses incurred in connection with the death or permanent disability of any key employee: 1. to hire a crisis management firm. 2. to create and deliver notification letters to contact individuals or entities that may be directly impacted by the key employee covered accident; or 3. other related miscellaneous expenses F. Key employee replacement expenses also include first year amounts of the replacement employee's: 1. annual base starting salary; 2. employee perquisite costs; and 3. employee benefit costs; in excess of the amounts which would have been incurred for the key employee if the Named Insured had not lost the services of the key employee. However, the Insurer will not pay more for these expenses than 10% of the amounts which would have been incurred for the key employee. Key employee replacement expenses do not include the following: a. any expenses which would have been incurred by the Named Insured for the key employee if the Named Insured had not lost the services of the key employee; b. any key employee replacement expenses that are paid for by any other insurance; c. except as provided in paragraph F. above, salary, wages, or benefits of the Named Insured, the Named Insured's employees, the Named Insured's temporary workers or volunteer workers; d. costs to acquire, repair or replace real or personal property; e. the Named Insured's loss of business income; f. expenses incurred by or on behalf of the Named Insured to hire a public adjuster or appraiser or any other claim adjustment expenses incurred by the Named Insured; and Form No: CNA75504XX (03-2015) Policy No: Policy Page: 27 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy g. expenses incurred by or on behalf of the Named Insured due to bodily injury, property damage, or personal and advertising injury. Leased worker means a person leased to the Named Insured by a labor leasing firm under an agreement between the Named Insured and such labor leasing firm, to perform duties related to the conduct of the Named Insured's business. Leased worker does not include a temporary worker. Loading or unloading means the handling of property: A. after it is moved from the place where it is accepted for movement into or onto an aircraft, watercraft or auto; B. while it is in or on an aircraft, watercraft or auto; or C. while it is being moved from an aircraft, watercraft or auto to the place where it is finally delivered. However, loading or unloading does not include the movement of property by means of a mechanical device, other than a hand truck, that is not attached to the aircraft, watercraft or auto. Mobile equipment means any of the following types of land vehicles, including any attached machinery or equipment: A. bulldozers, farm machinery, forklifts and other vehicles designed for use principally off public roads; B. vehicles maintained for use solely on or next to premises the Named Insured owns or rents; C. vehicles that travel on crawler treads; D. vehicles, whether self-propelled or not, maintained primarily to provide mobility to permanently mounted: 1. power cranes, shovels, loaders, diggers or drills; or 2. road construction or resurfacing equipment such as graders, scrapers or rollers; E. vehicles not described in A., B., C. or D. above that are not self-propelled and are maintained primarily to provide mobility to permanently attached equipment of the following types: 1. air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment; or 2. cherry pickers and similar devices used to raise or lower workers; and F. vehicles not described in A., B., C. or D. above maintained primarily for purposes other than the transportation of persons or cargo. However, self-propelled vehicles with the following types of permanently attached equipment are not mobile equipment but will be considered autos: 1. equipment designed primarily for: a. snow removal; b. road maintenance, but not construction or resurfacing; or c. street cleaning; 2. cherry pickers and similar devices mounted on automobile or truck chassis and used to raise or lower workers; and 3. air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment. However, mobile equipment does not include land vehicles that are subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged. Land vehicles subject to a compulsory or financial responsibility law or other motor vehicle insurance law are Form No: CNA75504XX (03-2015) Policy No: Policy Page: 28 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy considered autos. Named Insured means the persons or organizations named as such in the Declarations of this Policy. Nuclear facility means: A. any nuclear reactor; B. any equipment or device designed or used for: 1. separating the isotopes of uranium or plutonium; 2. processing or utilizing spent fuel; or 3. handling, processing or packaging nuclear waste; C. any equipment or device used for the processing, fabricating or alloying of special nuclear material if at any time the total amount of such material in the custody of any Insured at the premises where such equipment is located consists of or contains more than: 1. 25 grams of plutonium or uranium 233 or any combination thereof; or 2. 250 grams of uranium 235; and D. any structure, basin, excavation, premises or place prepared or used for the storage or disposal of nuclear waste; and includes the site on which any of the foregoing is located, all operations conducted on such site and all premises used for such operations. Nuclear material means source material, special nuclear material, or by-product material as these terms are defined in the Atomic Energy Act of 1954 or in any law amendatory thereof. Nuclear reactor means an apparatus designed or used to sustain nuclear fission in a self-supporting chain reaction or to contain a critical mass of fissionable material. Nuclear Waste means waste material: A containing by-product material other than the tailings or waste produced by the extraction or concentration of uranium or thorium from ore processed primarily for its source material (as defined in the Atomic Energy Act of 1954 or in any law amendatory thereof) content; and B. resulting from the operation by any person or organization, of a nuclear facility included within paragraphs A. and B. of the definition of nuclear facility. Occurrence means an accident, including continuous or repeated exposure to substantially the same general harmful conditions. Other insurance means any: A. valid and collectible policy of insurance; B. self insurance; or C. indemnity agreement by which an Insured arranges for funding or transferring its liabilities that provides coverage that this Policy also provides. Other insurance does not include underlying insurance or any policy that was bought specifically to apply in excess of the limits of insurance shown in the Declarations of this Policy. Other organic pathogens means any organic irritant or contaminant other than fungi, including but not limited to bacteria, microbes and viruses (whether or not a microorganism), that cause infection and disease. Other organic pathogens includes any spores, mycotoxins, odors, variants, mutations, or any other substances, products, or byproducts produced by, released by, or arising out of the current or past presence of such Form No: CNA75504XX (03-2015) Policy No: Policy Page: 29 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. DNA pathogens, and any colony or group of the foregoing. CNA Paramount Excess and Umbrella Liability Policy However, other organic pathogens does not mean pathogens that were transmitted directly from person to person. Permanent disability means permanent physical inability, or mental inability due to a permanent physical inability, of the key employee to perform the normal duties of the applicable position for which the individual qualifies as a key employee. Personal and advertising injury means injury, including consequential bodily injury, arising out of one or more of the following offenses: A. false arrest, detention or imprisonment; B. malicious prosecution or abuse of process; C. wrongful eviction from, wrongful entry into, or the invasion of the right of private occupancy of a room, dwelling or premises that a person occupies committed by or on behalf of its owner, landlord or lessor; D. oral or written publication, in any manner, of material that slanders or libels a person or organization or disparages a person's or organization's goods, products or services; E. oral or written publication, in any manner, of material that violates a person's right of privacy; F. the use of another's advertising idea in the Named Insured's advertisement; or G. infringing upon another's copyright, trade dress or slogan in the Named Insured's advertisement. Policy period means the time from 12.01 A.M. on the effective date of this Policy as set forth in the Declarations of this Policy to the earlier of 12.01 A.M. of the expiration, termination or cancellation date of this Policy. Pollutants mean any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes medical waste and materials to be recycled, reconditioned or reclaimed. Products -completed operations hazard means bodily injury or property damage occurring away from premises the Named Insured owns or rents and arising out of your product or your work except: A. products that are still in the Named Insured's physical possession; or B. work that has not yet been completed or abandoned. However, your work will be deemed completed at the earliest of the following times: 1. when all of the work called for in the Named Insured's contract has been completed; 2. when all of the work to be done at the job site has been completed if the Named Insured's contract calls for work at more than one job site; or 3. when that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service, maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as completed. However, products -completed operations hazard does not include bodily injury or property damage arising out of: A. the transportation of property, unless bodily injury or property damage arises out of a condition in or on a vehicle not owned or operated by the Named Insured, and that condition was created by the loading or unloading of that vehicle by any Insured; B. the existence of tools, uninstalled equipment or abandoned or unused materials; or Form No: CNA75504XX (03-2015) Policy No: Policy Page: 30 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy C. products or operations for which the underlying insurer states that products -completed operations are subject to the General Aggregate Limit. Property damage means: A. physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; or B. loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the incident that caused it. However, electronic data is not tangible property. Retained amount means the self insured retention as set forth on the Declarations of this Policy or the amount payable by other insurance, whichever is greater. Silica means the chemical compound silicon dioxide (SiO2) in any form, including dust which contains silicon dioxide. Spouse means any husband, wife or partner in a marriage or civil union or any person qualifying as a domestic partner under any federal, state or local laws or under the Named Insured's employee benefit plans or employee benefits program. Sub limit means a limit that is lower than the underlying limits. Suit means a civil proceeding in which damages because of injury or damage to which this insurance applies are alleged, including: A. an arbitration proceeding alleging such damages; or B. any other alternative dispute resolution proceeding in which such damages are claimed and to which the Insured submits with the Insurer's consent. Temporary worker means a worker who is furnished to the Named Insured to substitute for a permanent employee on leave or to meet seasonal or short-term workload conditions. Underlying insurance means policies of insurance listed in the Schedule of Underlying Insurance including renewal or replacement of such insurance which is neither more restrictive nor more broad than that listed in the aforementioned Schedule of Underlying Insurance. Underlying insurer means the insurer providing the underlying insurance. It does not include any insurer whose policies were purchased specifically to be in excess of this policy. Underlying limits means the limits of insurance as set forth in the Schedule of Underlying Insurance. Volunteer worker means a person who is not an employee and who donates his or her work and acts at the direction of or within the scope of duties determined by the Named Insured and is not paid a fee, salary or other compensation by the Named Insured or anyone else for their work performed for the Insured. Your product means: A. means: 1. any goods or products, other than real property, manufactured, sold, handled, distributed or disposed of by: a. the Named Insured; b. others trading under the Named Insured's name; or c. a person or organization whose business or assets the Named Insured has acquired; and 2. containers (other than vehicles), materials, parts or equipment furnished in connection with such goods or products. Form No: CNA75504XX (03-2015) Policy No: Policy Page: 31 of 32 Policy Effective Date: Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: ° Copyright CNA All Rights Reserved. CNA CNA Paramount Excess and Umbrella Liability Policy B. includes: 1. warranties or representations made at any time with respect to the fitness, quality, durability, performance or use of your product; and 2. The providing of or failure to provide warnings or instructions. C. does not include vending machines or other property rented to or located for the use of others but not sold. Your work: A. means: 1. work or operations performed by the Named Insured or on its behalf; and 2. materials, parts or equipment furnished in connection with such work or operations. B. Includes: 1. warranties or representations made with respect to the fitness, quality, durability, performance or use of your work, and 2. the providing of or failure to provide warnings or instructions. IN WITNESS WHEREOF, the Insurer has caused this Policy to be signed by the Insurer's Chairman and Secretary, but this Policy shall not be binding upon the Insurer unless completed by the attachment of the Declarations of this Policy and signed by the Insurer's duly authorized representative if required. Chairman of the Board Secretary Form No: CNA75504XX (03-2015) Policy No: CUE 6076286796 Policy Page: 32 of 32 Policy Effective Date: 03/04/2019 Underwriting Company: The Continental Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy Page: 43 of 51 ° Copyright CNA All Rights Reserved. EVH Slump Repair/Holcomb March 14, 2022 Project Number: 15-3009 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1-01 Definitions and Terms ...................................................... 1-1 1-02 Bid Procedures and Conditions .......................................... 1-2 1-03 Award and Execution of Contract....................................... 1-5 1-04 Scope of the Work .......................................................... 1-5 1-05 Control of Work .............................................................. 1-8 1-06 Control of Material .......................................................... 1-15 1-07 Legal Relations and Responsibilities to the Public ................. 1-18 1-08 Prosecution and Progress ................................................. 1-25 1-09 Measurement and Payment .............................................. 1-29 1-10 Temporary Traffic Control ................................................ 1-31 DIVISION 2 EARTHWORK .......................................................... 2-1 2-02 Removal of Structures and Obstructions ............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-5 2-06 Subgrade Preparation ...................................................... 2-5 2-07 Watering ....................................................................... 2-6 2-12 Construction Geosynthetic ................................................ 2-6 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 5-04 Hot Mix Asphalt .............................................................. 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS .............. 7-1 7-01 Drains ........................................................................... 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells ...................... 7-2 7-08 General Pipe Installation Requirements .............................. 7-7 7-09 Water Mains ................................................................... 7-12 7-11 Double Check Detector Assembly ...................................... 7-18 7-12 Valves for Water Mains .................................................... 7-21 7-13 Adjusting Water Mains ..................................................... 7-23 7-15 Service Connections ........................................................ 7-25 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 .......................................................... 8-12 8-04 Curbs, Gutters, and Spillways ........................................... 8-12 EVH Slump Repair/Holcomb March 14, 2022 Project Number: 15-3009 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-06 Cement Concrete Driveway Entrances ................................ 8-13 8-09 Raised Pavement Markers ................................................ 8-14 8-14 Cement Concrete Sidewalks ............................................. 8-15 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical ............................... 8-16 8-22 Pavement Marking .......................................................... 8-19 8-23 Temporary Pavement Markings ......................................... 8-22 8-28 Pothole Utilities .............................................................. 8-23 DIVISION 9 MATERIALS ............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-14 Erosion Control and Roadside Planting ............................... 9-3 9-28 Signing Materials and Fabrication ...................................... 9-7 9-29 Illumination, Signal, Electrical ........................................... 9-8 9-30 Water Distribution Materials ............................................. 9-17 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS .............................................................. A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 FIRE WATCH FACT SHEET ............................................................... A-4 KING COUNTY ZONE 3 FIRE WATCH LOG ........................................ A-5 PREVAILING WAGE RATES .............................................................. A-6 EVH Slump Repair REBID/Holcomb 1 - 1 March 14, 2022 Project Number: 15-3009 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 EVH Slump Repair REBID/Holcomb 1 - 2 March 14, 2022 Project Number: 15-3009 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 EVH Slump Repair REBID/Holcomb 1 - 3 March 14, 2022 Project Number: 15-3009 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 EVH Slump Repair REBID/Holcomb 1 - 4 March 14, 2022 Project Number: 15-3009 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 1-02.13 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: EVH Slump Repair REBID/Holcomb 1 - 5 March 14, 2022 Project Number: 15-3009 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING “45 CALENDAR DAYS” WITH “60 CALENDAR DAYS” RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 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 EVH Slump Repair REBID/Holcomb 1 - 6 March 14, 2022 Project Number: 15-3009 proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, “KENT SPECIAL PROVISIONS, KENT STANDARD PLANS” FOLLOWING THE WORDS, “CONTRACT PROVISIONS” IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: EVH Slump Repair REBID/Holcomb 1 - 7 March 14, 2022 Project Number: 15-3009 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractors use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractors sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 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. EVH Slump Repair REBID/Holcomb 1 - 8 March 14, 2022 Project Number: 15-3009 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7: To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.8, the requirements of KSP Section 1-05.8 will prevail. SECTION 1-05.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.7 Removal of Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the 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. EVH Slump Repair REBID/Holcomb 1 - 9 March 14, 2022 Project Number: 15-3009 DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.8 City Provided Construction Staking 1-05.8(1) General As used in this Section 1-05.5, the words, stake, mark, marker, or monument will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.8(2) through 1-05.8(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.8(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $300/hour for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractors operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the 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 EVH Slump Repair REBID/Holcomb 1 - 10 March 14, 2022 Project Number: 15-3009 was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.8(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.8(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.8(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $300/hour for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or down time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.8(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. EVH Slump Repair REBID/Holcomb 1 - 11 March 14, 2022 Project Number: 15-3009 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. 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, EVH Slump Repair REBID/Holcomb 1 - 12 March 14, 2022 Project Number: 15-3009 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 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 EVH Slump Repair REBID/Holcomb 1 - 13 March 14, 2022 Project Number: 15-3009 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. 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 EVH Slump Repair REBID/Holcomb 1 - 14 March 14, 2022 Project Number: 15-3009 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 2021 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 Details of known projects are as follows: N/A The contractor will be working within easements on the Tacoma Screw and Les Schwab properties. The contractor shall notify and coordinate with the property owners at least 3 days prior to start of work. Driveways shall remain open to traffic at all times. Contractor shall coordinate his work schedule with the property occupants to determine the best time to fully or partially close driveway/access to perform his work. However, all work adjacent to or impacting the Tacoma Screw driveway will need to be completed when the Tacoma Screw business is closed. Les Schwab Business Hours: Mon-Fri: 8 AM - 6 PM; Sat: 8 AM - 5 PM 22101 84th Ave. S. Kent, WA 98032 Tax Lot: 775980-0040 Kraig King David Gibson Manager Corporate Counsel (509) 842-6634 (541) 633-0690 Kraig.e.king@lesschwab.com David.r.gibson@lesschwab.com EVH Slump Repair REBID/Holcomb 1 - 15 March 14, 2022 Project Number: 15-3009 Tacoma Screw Business Hours: Mon-Fri: 7 AM 5PM; Deliveries daily 4:30 AM – 7 AM 22123 84th Ave. S. Kent, WA 98032 Tax Lot: 775980-0031 Brian Miller Jamie Steuby Branch Manager Tacoma Screw Management (253) 395-9770 jsteuby@tacomascrew.com bmiller@tacomascrew.com SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED 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. EVH Slump Repair REBID/Holcomb 1 - 16 March 14, 2022 Project Number: 15-3009 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the 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. EVH Slump Repair REBID/Holcomb 1 - 17 March 14, 2022 Project Number: 15-3009 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The 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. EVH Slump Repair REBID/Holcomb 1 - 18 March 14, 2022 Project Number: 15-3009 Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax Without waiving the 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: None EVH Slump Repair REBID/Holcomb 1 - 19 March 14, 2022 Project Number: 15-3009 SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. SECTION 1-07.9(3) IS DELETED AND REPLACED WITH THE FOLLOWING: FOLLOWING: 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 EVH Slump Repair REBID/Holcomb 1 - 20 March 14, 2022 Project Number: 15-3009 including but not necessarily limited to the specific steps as described elsewhere in this specification. Plan The Contractor shall submit an Apprentice Utilization Plan within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting The Contractor shall submit a Monthly Apprentice Reporting Form on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the 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. EVH Slump Repair REBID/Holcomb 1 - 21 March 14, 2022 Project Number: 15-3009 4. Provide documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ Apprentice(s). In the event that the preceding steps have been followed, the Contractor may also supplement the Good Faith Efforts documentation with the following documentation: 5. Submit documentation demonstrating successful Apprentice utilization on previous contracts. 6. Submit documentation indicating company-wide Apprentice utilization efforts and percentages of attainment. Payment Compensation for all costs involved with complying with the conditions of this specification is included in payment for the associated Contract items of work. 1-07.13 Contractor’s Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage 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. EVH Slump Repair REBID/Holcomb 1 - 22 March 14, 2022 Project Number: 15-3009 SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 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. EVH Slump Repair REBID/Holcomb 1 - 23 March 14, 2022 Project Number: 15-3009 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. Lumen/CenturyLink Jesse Patjens (425) 429-5722 (cell) Jesse.Patjens@lumen.com Comcast Danny Cooley (253) 686-7592 (cell) Danny_Cooley@comcast.com Puget Sound Energy Gas Brandon Platz 425-495-4269 (cell) Brandon.platz@PSE.com Puget Sound Energy Power Gary Bradley (253) 343-3754 (cell) Gary.Bradley@PSE.com Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1-07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-07.23(1) Construction Under Traffic Driveways shall remain open to traffic at all times. Contractor shall coordinate his work schedule with the property occupants to determine the best time to fully or partially close driveway/access to perform his work. However, all work adjacent to or impacting the Tacoma Screw driveway will need to be completed when the Tacoma Screw business is closed. Concrete work in the Tacoma Screw driveway will require a 24-hour cure mix and shall be poured after close of business on a Friday so the driveway will be open by delivery time on Monday morning. 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. EVH Slump Repair REBID/Holcomb 1 - 24 March 14, 2022 Project Number: 15-3009 Lane Restrictions The curb lane on East Valley Highway may be closed during working hours and non-quiet hours. (Quiet hours are 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.) Multiple lane closures on East Valley Highway must be performed during night hours (7:00 p.m. to 5:00 a.m.) or weekend hours pending approval from the engineer. All striping for lane shifts, per direction of travel, shall be completed within the same work shift, unless otherwise approved in writing by the Engineer. The Contractor shall request permission, in writing, a minimum of 2 weeks prior to any lane closures. The contractor shall place two PCMS message boards one week prior to start of the first lane closure and these shall remain in place no more than one week after the first lane closure. PCMS boards shall be field located with the approval of the Engineer, one being to the east of the project location and one to the west. 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. EVH Slump Repair REBID/Holcomb 1 - 25 March 14, 2022 Project Number: 15-3009 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City 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 EVH Slump Repair REBID/Holcomb 1 - 26 March 14, 2022 Project Number: 15-3009 writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the 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. EVH Slump Repair REBID/Holcomb 1 - 27 March 14, 2022 Project Number: 15-3009 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1. Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion EVH Slump Repair REBID/Holcomb 1 - 28 March 14, 2022 Project Number: 15-3009 Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time 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, EVH Slump Repair REBID/Holcomb 1 - 29 March 14, 2022 Project Number: 15-3009 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. 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 EVH Slump Repair REBID/Holcomb 1 - 30 March 14, 2022 Project Number: 15-3009 SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City’s Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 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. EVH Slump Repair REBID/Holcomb 1 - 31 March 14, 2022 Project Number: 15-3009 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 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, EVH Slump Repair REBID/Holcomb 1 - 32 March 14, 2022 Project Number: 15-3009 flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item Temporary Traffic Control Devices includes: 1. Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price for Traffic Control Labor per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for Traffic Control Labor shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the 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 lump sum contract price for Temporary Traffic Control Devices shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item Temporary Traffic Control Devices will be made as follows: 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for Portable Changeable Message Sign (PCMS) per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the EVH Slump Repair REBID/Holcomb 1 - 33 March 14, 2022 Project Number: 15-3009 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. EVH Slump Repair REBID/Holcomb 2 - 1 March 14, 2022 Project Number: 15-3009 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 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1. 2. The salvaged materials listed above shall be removed, hauled and stored at the following site(s): 1. 2. All improvements that are not designated for removal, but that are damaged by the Contractors operations shall be replaced, restored, or repaired at the Contractors sole expense. The Engineers determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractors removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. EVH Slump Repair REBID/Holcomb 2 - 2 March 14, 2022 Project Number: 15-3009 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the 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: EVH Slump Repair REBID/Holcomb 2 - 3 March 14, 2022 Project Number: 15-3009 The unit contract price per square yard for Remove Existing Asphalt Concrete Pavement constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: 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 S.Y. No other compensation shall be allowed. The unit contract price per square yard for Remove Cement Concrete Driveway (Reinforced) constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing concrete sidewalk, curb and gutter for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the concrete pavement. Some of the existing driveways may contain reinforcing steel. The cost to cut, remove and dispose of the rebar shall also be included in this bid item. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: (Encountered thickness 6 inches) x inches 6 price bid unit additional compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: (8 6) x 6 $2.00 $0.67/SY in addition to the unit price. No other compensation shall be allowed. The unit contract price per square yard for Remove Cement Concrete Sidewalk constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for Remove Cement Concrete Curb and Gutter constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. Reinforced EVH Slump Repair REBID/Holcomb 2 - 4 March 14, 2022 Project Number: 15-3009 curb and gutter adjacent to the driveways shall be paid for under the Remove Existing Cement Concrete Driveway (Reinforced) bid item. The unit contract price per lineal foot for Remove Cement Concrete Extruded Curb constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. The unit contract price per lineal foot for Remove Existing Storm Sewer Pipe or Culvert constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing storm pipe or culvert as shown on the plans and described in the specifications. The unit bid price shall also include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling with gravel borrow, and compaction. The unit contract price per each for Remove Existing Catch Basin or Manhole constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavation, concrete plugging any remaining pipes, removal, disposal, backfilling, with gravel borrow and compaction. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. The unit price contract price per lineal foot for Saw Cut Existing Asphalt Concrete Pavement constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: actual depth in inches (length) x 6 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 8 length x 6 = 133 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as wheel cutting, shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. EVH Slump Repair REBID/Holcomb 2 - 5 March 14, 2022 Project Number: 15-3009 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. EVH Slump Repair REBID/Holcomb 2 - 6 March 14, 2022 Project Number: 15-3009 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.1 Description This work shall consist of furnishing and installing non-woven geotextile fabric at the locations shown on the plans and described in the specifications. SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 Materials Non-woven geotextile fabric shall meet the material requirements of Section 9-33 of the WSDOT Standard Specifications for high survivability, separation and soil stabilization, and underground drainage and shall be installed as directed by the engineer if voids are encountered during excavation. EVH Slump Repair REBID/Holcomb 2 - 7 March 14, 2022 Project Number: 15-3009 SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. SECTION 2-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.4 Measurement Non-woven geotextile fabric shall be measured per square yard of materials placed. SECTION 2-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment The unit contract price per square yard for Geotextile Fabric, Non- Woven constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the fabric at the locations shown on the plans and described in the specifications. EVH Slump Repair REBID/Holcomb 4 - 1 March 14, 2022 Project Number: 15-3009 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 EVH Slump Repair REBID/Holcomb 4 - 2 March 14, 2022 Project Number: 15-3009 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. EVH Slump Repair REBID/Holcomb 5 - 1 March 14, 2022 Project Number: 15-3009 DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.5 Payment Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. 5-04 HOT MIX ASPHALT SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown 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 EVH Slump Repair REBID/Holcomb 5 - 2 March 14, 2022 Project Number: 15-3009 Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 11 million. 5-04.2(1) How to Get an HMA Mix Design on the QPL If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), comply with each of the following: Develop the mix design in accordance with WSDOT SOP 732. EVH Slump Repair REBID/Holcomb 5 - 3 March 14, 2022 Project Number: 15-3009 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. 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 EVH Slump Repair REBID/Holcomb 5 - 4 March 14, 2022 Project Number: 15-3009 Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Vacant 5-04.2(2) Mix Design – Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp and signature) of a valid licensed Washington State Professional Engineer. The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date. The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (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). EVH Slump Repair REBID/Holcomb 5 - 5 March 14, 2022 Project Number: 15-3009 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 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 EVH Slump Repair REBID/Holcomb 5 - 6 March 14, 2022 Project Number: 15-3009 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. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, 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 EVH Slump Repair REBID/Holcomb 5 - 7 March 14, 2022 Project Number: 15-3009 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. 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. EVH Slump Repair REBID/Holcomb 5 - 8 March 14, 2022 Project Number: 15-3009 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 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 material transfer vehicle (MTD/V) is not required for HMA placed on this project. The MTD/V may 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. EVH Slump Repair REBID/Holcomb 5 - 9 March 14, 2022 Project Number: 15-3009 To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 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. EVH Slump Repair REBID/Holcomb 5 - 10 March 14, 2022 Project Number: 15-3009 Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the 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 EVH Slump Repair REBID/Holcomb 5 - 11 March 14, 2022 Project Number: 15-3009 slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per Section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. 2.Cracks greater than 1 inch in width fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the 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 EVH Slump Repair REBID/Holcomb 5 - 12 March 14, 2022 Project Number: 15-3009 5-04.3(4)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractors operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3(6) Mixing 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. EVH Slump Repair REBID/Holcomb 5 - 13 March 14, 2022 Project Number: 15-3009 When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the 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 EVH Slump Repair REBID/Holcomb 5 - 14 March 14, 2022 Project Number: 15-3009 On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: 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 EVH Slump Repair REBID/Holcomb 5 - 15 March 14, 2022 Project Number: 15-3009 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation 1, ¾, ½, and 3/8 sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2. Job Mix Formula Adjustments An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates 2 percent for the aggregate passing the 1½, 1 , ¾, ½, , 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. EVH Slump Repair REBID/Holcomb 5 - 16 March 14, 2022 Project Number: 15-3009 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. 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. EVH Slump Repair REBID/Holcomb 5 - 17 March 14, 2022 Project Number: 15-3009 Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing: 1½, 1 , ¾, ½, 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). EVH Slump Repair REBID/Holcomb 5 - 18 March 14, 2022 Project Number: 15-3009 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance – Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, 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 EVH Slump Repair REBID/Holcomb 5 - 19 March 14, 2022 Project Number: 15-3009 accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item Roadway Core the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item Roadway Core the Contracting Agency may obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the 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. EVH Slump Repair REBID/Holcomb 5 - 20 March 14, 2022 Project Number: 15-3009 When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction – General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the 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. EVH Slump Repair REBID/Holcomb 5 - 21 March 14, 2022 Project Number: 15-3009 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. 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 EVH Slump Repair REBID/Holcomb 5 - 22 March 14, 2022 Project Number: 15-3009 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. 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 EVH Slump Repair REBID/Holcomb 5 - 23 March 14, 2022 Project Number: 15-3009 statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection - An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. 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. EVH Slump Repair REBID/Holcomb 5 - 24 March 14, 2022 Project Number: 15-3009 The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than ½ of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant 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: 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 EVH Slump Repair REBID/Holcomb 5 - 25 March 14, 2022 Project Number: 15-3009 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. 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. EVH Slump Repair REBID/Holcomb 5 - 26 March 14, 2022 Project Number: 15-3009 Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the 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. EVH Slump Repair REBID/Holcomb 5 - 27 March 14, 2022 Project Number: 15-3009 5-04.3(14)B Paving and Planing Under Traffic 5-04.3(14)B1 General In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, 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 EVH Slump Repair REBID/Holcomb 5 - 28 March 14, 2022 Project Number: 15-3009 showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each 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. EVH Slump Repair REBID/Holcomb 5 - 29 March 14, 2022 Project Number: 15-3009 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 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. EVH Slump Repair REBID/Holcomb 5 - 30 March 14, 2022 Project Number: 15-3009 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. 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 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 Section 5-04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile. Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for prime coat will be measured by the ton in accordance with Section1-09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. EVH Slump Repair REBID/Holcomb 5 - 31 March 14, 2022 Project Number: 15-3009 Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: The unit contract price per ton for HMA Class 1/2, PG 58V-22 shall be full compensation for all costs incurred to carry out the requirements of Section 5-04, except for those costs included in other bid items which are included in the Proposal. The cost for anti-stripping additive and water shall be included in this bid item. No payment will be made for temporary pavement markings. All costs for temporary pavement markings shall be include in the payment item for Permanent Channelization. The unit contract price per ton for Hot Plant Mix for Temporary Pavement Patch shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of HMA used for temporary patching of pavement at the locations as specified herein and as directed by the Engineer. EVH Slump Repair REBID/Holcomb 7 - 1 March 14, 2022 Project Number: 15-3009 DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-01 DRAINS SECTION 7-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.2 Materials Materials for this project shall meet the requirements of the following sections: Geotextile Fabric .................................................... 2-12.2 Gravel Backfill for Drains ......................................... 9-03.12(4) Perforated Polyvinyl Chloride (PVC) Underdrain Pipe .... 9-05.2(6) SECTION 7-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.4 Measurement The linear foot measurement will include the length of the cleanouts. 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. EVH Slump Repair REBID/Holcomb 7 - 2 March 14, 2022 Project Number: 15-3009 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 The unit contract price per lineal foot for Storm Sewer Pipe, 12 Inch Diameter shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 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 EVH Slump Repair REBID/Holcomb 7 - 3 March 14, 2022 Project Number: 15-3009 at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: 4-3 Standard Manhole Frame and Locking Cover Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. 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 EVH Slump Repair REBID/Holcomb 7 - 4 March 14, 2022 Project Number: 15-3009 paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, 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. EVH Slump Repair REBID/Holcomb 7 - 5 March 14, 2022 Project Number: 15-3009 SECTION 7-05.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(2) Abandon Existing Manholes Manholes being abandoned shall have the top four feet removed and the remainder of the structure filled with bankrun gravel for trench backfill or gravel borrow as included in the proposal and shall otherwise be in accordance with Section 7-05.3(2) of the WSDOT Standard Specifications. SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes It shall be the Contractors sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. SECTION 7-05.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(4) Drop Manhole Connection Drop manhole connections shall be in accordance with Kent Standard Plan 4-6. Inside drop connections are not allowed. SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-05.3(5) Manhole Installation on Existing Sewer The manhole will be placed on and channeled for the existing lines in their existing location. It shall be the Contractors sole responsibility to protect the existing sewer from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. 7-05.3(6) Storm Drain Marking The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button (stencil): EVH Slump Repair REBID/Holcomb 7 - 6 March 14, 2022 Project Number: 15-3009 The Contractor is responsible for installation of the buttons. Markers for publicly owned catch basins will be provided by the City. 7-05.3(7) Relocate Existing Catch Basin The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per each for Catch Basin, Type 1 constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. The unit contract price per each for Adjust Existing Manhole Cover 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: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and installing City provided storm drain markers. 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 Replace Existing Manhole Circular Frame and Cover and Adjust to Finished Grade 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 EVH Slump Repair REBID/Holcomb 7 - 7 March 14, 2022 Project Number: 15-3009 the new frame and cover by adding or removing risers, grade 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. The unit contract price per each for Vaned Catch Basin Frame and Grate constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, 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: EVH Slump Repair REBID/Holcomb 7 - 8 March 14, 2022 Project Number: 15-3009 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. 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 EVH Slump Repair REBID/Holcomb 7 - 9 March 14, 2022 Project Number: 15-3009 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 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. EVH Slump Repair REBID/Holcomb 7 - 10 March 14, 2022 Project Number: 15-3009 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: 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: EVH Slump Repair REBID/Holcomb 7 - 11 March 14, 2022 Project Number: 15-3009 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 6 inch thickness of crushed surfacing top 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 6 inches of crushed surfacing top course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement EVH Slump Repair REBID/Holcomb 7 - 12 March 14, 2022 Project Number: 15-3009 Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for Pipe Zone Bedding constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. Reference WSDOT Standard Plan B-55.20-00. The unit contract price per ton for Foundation Material, Class I and II constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for Bank Run Gravel for Trench Backfill constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. 7-09 WATER MAINS SECTION 7-09.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.2 Materials All water main pipe shall be ductile iron and shall meet the requirements of the following sections of the Kent Special Provisions: Ductile Iron Water Pipe .............. 9-30.1(1) Fittings for Ductile Iron Pipe ....... 9-30.2(1) The following aggregates shall meet the requirements of the following sections of the Kent Special Provisions: Bedding Material ....................... 9-03.12(3) Foundation Material ................... 9-03.17 EVH Slump Repair REBID/Holcomb 7 - 13 March 14, 2022 Project Number: 15-3009 Restrained joint (RJ) watermain pipe shall be: TR-Flex by U.S. Pipe Thrust-Lock by Pacific States Cast Iron Pipe Company American Pipe Flex Ring Locking Joint Field Lock gaskets shall not be allowed Restrained joint fittings for restrained joint watermain shall be mechanical joint (MJ) with Megalug restraint type follower. 7-09.3 Construction Requirements SECTION 7-09.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(1) General When the fire line for each property is out of service a fire watch per Section 7-11.3(2) shall be required. To minimize down time of the fire line, once the fire line for a property is out of service the work to remove and replace it shall be continuous, a minimum of two (2) shifts per day. Minimum two (2), ten (10) hour shifts including weekends. To speed up the installation concrete thrust blocking is not required where installing restrained joint pipe to restrained joint pipe. At each connection to the existing private fire line, the contractor will install a precast concrete thrust block at the 90 degree bend since the existing is not restrained joint pipe. Additionally, 100 runs of pipe may be purity tested above ground in coordination with the Engineer and the City Water Department. Once the purity testing is completed, all ends of each segment of pipe shall be continually seal and kept watertight during the installation. SECTION 7-09.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(8) Removal and Replacement of Unsuitable Materials The roadway in the work area has been repaired multiple times by over-excavating subgrade materials and replacing with quarry spalls. In addition to typical roadbed materials, utility backfill, and native alluvium, the contractor should be prepared to encounter quarry spalls or other fill materials with large particles. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance to Section 7-09.3(8) of the WSDOT Standard Specifications except that the foundation material shall meet the requirements of Kent Special Provisions 9-03.17. Excavation and disposal of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. EVH Slump Repair REBID/Holcomb 7 - 14 March 14, 2022 Project Number: 15-3009 SECTION 7-09.3(9) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(9) Bedding the Pipe In most cases, imported bedding is not required for water main installations. The native material shall be worked to form a continuous and uniform trench bottom for all buried pipe. Bedding material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe, compaction shall be 95 percent of maximum dry density per ASTM D-1557. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material, so as to provide firm and uniform support for the full length of the pipe, valves and fittings. Care shall be taken to prevent any damage to the pipe or its protective coatings. Material larger than 1 1/2 inch diameter found in the trench shall be removed for a depth of at least two inches around the pipe. When specified, imported bedding material shall be used. All bedding material prior to use shall be subject to the approval of the Engineer. The responsibility for obtaining said approval shall rest solely with the Contractor. NOTE: Pea gravel will not be allowed as a bedding material. Bedding shall be placed 6 inches under and 6 inches over the pipe where, in the opinion of the Engineer, existing material is found to be unsuitable. SECTION 7-09-3(13) IS REVISED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: 7-09.3(13) Handling of Pipe In addition, all installed lengths of pipe shall have a suitable swab or pig drawn continuously through them to remove all possible debris prior to flushing and disinfection. SECTION 7-09.3(19)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(19)A Connections to Existing Mains Connections to existing mains which require turning off the water, shall not be made without at least five (5) working days notice to the Engineer, the City Water Department, and affected water customers. Prior to purchase of materials, the Contractor shall field inspect the connection points to verify the exact fittings, adaptors, etc. required to make an approved connection. The Contractor shall furnish and install materials approved by the City. The City shall not be responsible for incorrect or unapproved materials purchased by the Contractor. Where EVH Slump Repair REBID/Holcomb 7 - 15 March 14, 2022 Project Number: 15-3009 various methods are possible, or if doubt exists as to what is required, the Contractor shall coordinate with the City prior to construction. The Contractor shall not make a connection to a live water main until after satisfactory pressure and purity tests. SECTION 7-09.3(19) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-09.3(19)C Connection to Existing Concrete Cylinder Mains The connections to an existing concrete cylinder water main shall be made in accordance with the Kent Standard Plans 3-5 and 3-6 and these Kent Special Provisions. The connection shall be made by the installation of a hat flange with tapping valve onto the existing main paying particular attention to the following: 1. All welding is to be done by a certified welder. 2. The hat flange shall have a special connection flange welded to the connection end (end connecting to existing main) as shown on the details. 3. The connection flange and end of the hat flange shall be checked for proper contour of its mating surface to the existing main. Any connections required shall be made before installations. 4. The outer concrete coating on the existing main shall be cleaned away to expose the steel portion of the pipe. The extent of concrete removal shall be no more than two inches from the outer weld of the hat flange ring in its installed position. Before cutting the concrete reinforcing wire mesh the mesh shall be secured by welding it to the pipe. 5. The weld to the existing main shall be made with the main shut down and pressure released. 6. After the weld has been accepted and the reinforcing wire mesh reconnected to the pipe and hat flange, the joint area and exposed portion of the existing pipe shall be recoated with cement concrete. SECTION 7-09.3(20) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(20) Detectable Marking Tape Instead of tracer tape, 12 gage solid copper wire protected with plastic shall be installed over all non-metallic water lines including service lines. The tracing wire shall be placed as shown on Standard Plans and shall extend the full length of the line. SECTION 7-09.3(23) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(23) Hydrostatic Pressure Test EVH Slump Repair REBID/Holcomb 7 - 16 March 14, 2022 Project Number: 15-3009 Hydrostatic pressure tests shall be made at a minimum pressure of 250 psi. SECTION 7-09.3(24) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24) Disinfection of Water Mains Following the pressure test, flushing procedure and disinfection of the pipe, the Contractor shall arrange with the Public Works Inspector for coliform (purity) tests to be taken by the Water Department. Two samples taken 24-hours apart, with no flushing between samples is required to be taken from each apparatus. The Contractor may elect to contract with a City-approved lab for the tests. Contractor shall pay for purity tests as required by the City. The Contractor shall install corporation stops at all locations required to take bacteriological test samples. If the original test sample proves unsatisfactory, an additional charge will be assessed to the Contractor for processing each additional sample. SECTION 7-09.3(24)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)A Flushing The Contractor shall be responsible for disposal of treated water flushed from mains. The sanitary sewer shall be the preferred option for disposal of all flushed water. The City shall approve disposal into available sanitary sewers, provided that the rate of disposal will not overload the sewer. All discharges to the storm system shall be tested for total residual chlorine using a portable HACH kit or equivalent, prior to discharge. NO DISCHARGE TO SURFACE WATERS OR THE STORM SYSTEM IS ALLOWED AT CONCENTRATIONS OF TOTAL RESIDUAL CHLORINE ABOVE 20 UG/1 (.02 MG/1). (Because the minimum detection limit for this test is about 10 ug/1 (.01 mg/1) under ideal conditions, field testing may lack precision.) If no acceptable discharge for the treated water is identified, the Contractor shall be required to dechlorinate the water prior to discharge. Water for testing and flushing, when taken from the City water mains shall pass through an approved reduced pressure backflow valve assembly. This activity must be coordinated with and approved by the City. SECTION 7-09.3(24)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)B Requirement of Chlorine EVH Slump Repair REBID/Holcomb 7 - 17 March 14, 2022 Project Number: 15-3009 All new, cleaned or repaired water mains shall be disinfected in accordance with AWWA Standard C651. This Specification includes detailed procedures for the adequate flushing, disinfection, and microbiological testing of all water mains. SECTION 7-09.3(24)M IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)M Chlorinating Connections to Existing Water Mains and Water Service Connections After the new piping has been flushed, pressure tested, disinfected, and all purity test sample results are satisfactory, connections to the existing main can be made. All closure pieces and fittings shall be swabbed with an appropriate chlorine solution (5-6 percent Cl), in accordance with AWWA Standard C651. Maximum length of swabbed section of water main pipe shall be less than 18 feet (1 section of pipe). SECTION 7-09.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-09.4 Measurement Measurement for payment of pipe for water mains will be by the linear foot of pipe laid, tested and approved and shall be along the pipe through fittings, valves, and couplings. SECTION 7-09.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per lineal foot for Remove and Replace 8 Inch Diameter Ductile Iron, Cl 52 Restrained Joint Water Main Pipe shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing pipes and fittings while not disturbing the connection to the watermain and fire vaults, furnish and install the water line as shown on the plans and described in the specifications. The bid item price includes but is not limited to: removal and disposal, trench excavation; hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, cement concrete thrust blocking, risers, elbows, disinfecting, flushing, testing, temporary blowoffs, tapping and corporation stops required for testing, and additional costs for overtime work when working on weekends. Unsuitable material excavation shall be paid for under the unsuitable foundation material excavation including haul bid item. The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of this bid item. Also included EVH Slump Repair REBID/Holcomb 7 - 18 March 14, 2022 Project Number: 15-3009 shall be any costs resulting in work that is required to be performed at other than normal working hours. DIVISION 7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-11 DOUBLE CHECK DETECTOR ASSEMBLY 7-11.1 Description This Work consists of removing and disposing of the existing double detector check valve assembly and below ground vault and installing an above ground double check detector assembly at the location shown on the Plans and as shown in Kent Standard Plan 3-18a. 7-11.2 Materials The Double Check Detector Assembly shall be listed on the latest Approved Backflow Prevention Assemblies List from the Washington State Department of Health, comply with fire code requirements, and be acceptable to the City of Kent Cross Connection Control Program. Non-rising stem valves are not acceptable. Materials shall meet the requirements of the following sections: Water Distribution Material .................. 9-30 Foundation Material ............................ 9-03.17 Gravel Backfill for Pipe Zone Bedding .... 9-03.12(3) The double check detector assembly shall include the following: a) Certified to NSF/ANSI 372, UL Listed, ASSE Listed 1015, AWWA Compliant C510, and C550, and be supplied with full port gate valves. b) The main body and access cover shall be epoxy coated ductile iron (ASTM A 36, Grade 4), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDm (FDA approved) Buna Nitrile (FDA approved). c) Valves shall utilize the center stem guided design that incorporates two torsion springs to bias the check in the closed position. d) The check valves shall be accessible for maintenance without removing device from the line. e) The enclosure shall be ASSE 1060 Class I Certified. f) System valves shall be lead-free design (0,25% MAX. Weighted Average Lead Content). g) The check valves shall be manufactured by the same company who manufactures the valve setter. h) The check valves shall be of the n pattern construction. The valve setter shall include the following: a) Thrust support shall be an integral part of the setter and present between the elbows. EVH Slump Repair REBID/Holcomb 7 - 19 March 14, 2022 Project Number: 15-3009 b) Certified to NSF/ANSI 372*. c) ANSI B16.1, Class 125 compliant. d) The valve setter shall be manufactured by the same company who manufactured the double check valve assembly. e) The setter body shall be Ductile Iron ASTM A 536 Grade 4 and the coatings shall be FDA Approved fusion epoxy coated ductile iron. The enclosure to house the DCDA shall include the following: a) The roof, walls, and drain panel to be 5052-H32 marine grade aluminum (.050/18 gauge), mill finish, ASTM B209 outside, or approved equal. b)Insulation shall be 1 ½ (R 9 value) minimum thickness polyisocyanurate foam laminated to a glass fiber reinforced facer (each side), and R 18 for the roof, non-wicking. c) Particle board will be rejected. d) Enclosures requiring tape to seal the roof seams will be rejected. e) The enclosure shall have a fully insulated drain panel designed to remain closed, except when discharging water. The drain panel shall be sized to accommodate the maximum discharge for backflow installations. f) The enclosure shall be mounted securely to a concrete pad and remain locked even if outside screws are removed. g) The enclosure shall withstand winds up to 110 mph. 7-11.3 Construction Requirements 7-11.3(1) General The Double Check Detector Assembly installation shall be in compliance with the Washington State Department of Health and the City of Kent Cross Connection Control Program requirements. The fire department connection shall be installed per fire code requirements. The check valves shall be accessible for maintenance without removing the valves from the line. The valve assembly shall be installed a minimum of 6 above the surrounding area flood level and shall be mounted within an enclosure capable of withstanding freezing temperatures. The installation location must be kept above 320 F. The double check detector assembly and enclosure shall be tested and checked per the manufacturers recommendations. The existing double check detector assemblies shall remain in service until the new double check detector assemblies have been tested and approved and are ready for connection to the private water lines. The Contractor shall coordinate with the Fire Department and the property owners a minimum of five working days prior to temporarily interrupting water service to private fire lines. EVH Slump Repair REBID/Holcomb 7 - 20 March 14, 2022 Project Number: 15-3009 7-11.3(2) Fire Watch A fire watch is a temporary measure for the purposes of ensuring the fire-safety of a building or premises in the event of any act or situation which creates an increased risk to persons or property. The term fire watch is also used to describe a dedicated person or persons whose sole responsibility is to look for fires and other hazards within a building, specific area, or premises. This requires hourly inspection, 24 hours per day while the fire line is out of service. The contractor shall coordinate with the Puget Sound Regional Fire Authority and shall meet all requirements outlined by the Fire Department while the building(s) fire lines are not in service. The contractor will be required to hire a professional service to conduct the fire watch. The professional service employee will need access to the building(s) at all hours. Our jurisdiction requires a Licensed and Bonded security company to perform Fire Watch if the anticipated impairment is going to last more than 48 hours (IFC 901.7 2015 IFC). An Impairment worksheet must be completed as the Fire Watch is anticipated to last more than 48 hours. Hot work requires that a fire watch last throughout the duration of the operation and at least 30 minutes after the conclusion of work. The 30-minute time period may be extended by the fire code official depending on the nature of work or hazards present. Fire watch personnel shall: Have access to one approved means of communication; know the exact address of the property, and how to report a fire or other emergency condition by calling 9-1-1. Be familiar with the buildings and property and have an accepted written plan for patrolling the property. Be trained in the use of fire extinguishers shall have access to all facility fire extinguishers and know their location. Have knowledge of and be trained in the facilitys evacuation plan in the event of a fire. They shall be able to communicate with non-English speaking residents well enough to give an evacuation order. Not be permitted, while on duty, to perform any other duties. Not be impaired and shall always remain awake and alert. Record time and date every hour that fire watch was conducted. 7-11.4 Measurement Remove and Replace 8 Inch Double Check Detector Assembly will be measured per each installed double check detector assembly. 7-11.5 Payment EVH Slump Repair REBID/Holcomb 7 - 21 March 14, 2022 Project Number: 15-3009 The unit contract price per each for Remove and Replace 8 Inch Double Check Detector Assembly shall be complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide and install a fully functioning double check detector assembly as shown on Kent Standard Plans 3-18a and 3-18d and described in these specifications. The unit contract price shall include, but not be limited to excavation, removal, disposal, hauling, dewatering, backfill and compaction, concrete work, double check valves, enclosure, isolation gate valve at the water main tee, pipes, fittings and detectors, connection to existing private water line, tamper alarm, and all work within the double check detector assembly enclosure and the enclosure footprint area, testing, permits, and inspections from governing agencies. If the fire line is out of service for 48 hours or less, a fire watch will be required and associated costs shall be included in this payment item. If the service outage is greater than 48 hours, the fire watch will be paid for under the Fire Watch bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. The unit contract price per lump sum for Fire Watch shall be complete compensation for contracting with a professional fire watch service as required to meet all Fire Watch requirements as outlined above and by the Puget Sound Regional Fire Authority. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves ................................... 9-30.3(1) Valve Boxes .................................. 9-30.3(4) Valve Marker Posts ......................... 9-30.3(5) Valve Stem Extensions ................... 9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. Contractor shall verify valve type and connections prior to ordering valves. SECTION 7-12.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.3(1) Installation of Valve Marker Posts EVH Slump Repair REBID/Holcomb 7 - 22 March 14, 2022 Project Number: 15-3009 Valve marker posts conforming to Kent Standard Plan 3-4 shall be located opposite each valve as directed by the Engineer. The 18 inches of exposed post shall be painted with two coats of approved white concrete paint, and then the size of the valve, the type of valve, and the distance in feet from the post to the valve shall be painted on the face of the post, using approved black paint and stencils which produce letters 2-inches high. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure 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. EVH Slump Repair REBID/Holcomb 7 - 23 March 14, 2022 Project Number: 15-3009 SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement Measurement of valve marker posts shall be incidental for new valve installations, and per each for valve marker post installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be incidental to the project. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit bid price per each for Remove and Replace 8 Inch Gate Valve constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove the existing 8 gate valves and install the type and diameter of valve complete and in place MJ x FL, including but not limited to: verifying existing pipe and valve type, removal and disposal of the existing valve, location and fittings; furnishing and installing the gate valve and all necessary fitting and appurtenances; furnishing and installing a new valve box top section, lid, and base section to finished grade; tapping valve with tapping tee where shown on the plans; valve nut extenders where needed; trenching; dewatering; backfilling and compacting selected materials; jointing; painting; disinfecting; flushing; hydrostatic and purity testing; running a pig through valve. Water disconnect will be required after hours or on a weekend. Additional costs for weekend work, removal of existing valves, cutting and capping existing water mains shall be included in this item. DIVISION 7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-13 ADJUSTING WATER MAINS 7-13.1 Description This work shall consist of adjusting water mains where shown on the plans or as staked by the Engineer to avoid conflicts with existing or proposed improvements. The Washington State Patrol requires any Contractor designing, installing, testing and/or maintaining a fire sprinkler system must be licensed by the Washington State Fire Marshals office (see www.wsp.wa.gov/fire/certcomp.htm for more information). The Contractor shall have a full-time Certificate of Competency Holder, holding the same level of certification as the Contractors licensing level. The individual performing the inspection and testing of the fire protection sprinkler system, shall have a certification as an Inspection EVH Slump Repair REBID/Holcomb 7 - 24 March 14, 2022 Project Number: 15-3009 and Testing Technician. No compensation shall be provided to obtain these certifications. 7-13.2 Materials All materials shall meet the requirements of Section 7-09 of the WSDOT Standard Specifications. 7-13.3 Construction Details The roadway in the work area has been repaired multiple times by over-excavating subgrade materials and replacing with quarry spalls. In addition to typical roadbed materials, utility backfill, and native alluvium, the contractor should be prepared to encounter quarry spalls or other fill materials with large particles. Adjusting water mains shall be accomplished by deflecting the joints of existing pipes where feasible and by standard fittings where deflection of joints is deemed not feasible by the Engineer. The Contractor shall provide standard fittings and temporary or permanent blocking when required by the Engineer to safely accomplish the adjusting of water mains. Where field conditions require deflections or special fittings not anticipated by the plans, the Engineer will determine the methods to be used. Water mains shall be adjusted to the satisfaction of the Engineer, but shall generally be provided with a minimum of one-foot clearance vertically and two-foot clearance horizontally. Use of lesser clearances will require the approval of the Engineer. Whenever it becomes necessary to cut the pipe or separate the water main at a joint, the provisions of Section 7-09 shall be met by the Contractor. 7-13.3(1) Concrete Steel Pipe When exposing the concrete steel pipe the contractor shall excavate and make the bottom of the pipe visible for inspection. The contractor shall hire a qualified welder who is approved to work on concrete steel pipe as specified on Kent Standard Plan 3-5. This contractor shall be under contractor and on-call/available during the pipe uncovering. 7-13.4 Measurement The actual length of water main to be adjusted as a result of constructing the new improvements is uncertain. The total length provided on the proposal or shown on the plans is an estimate based on the best information available. Measurement by the linear foot for payment will be for the actual length deemed necessary by the Engineer. EVH Slump Repair REBID/Holcomb 7 - 25 March 14, 2022 Project Number: 15-3009 7-13.5 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 lineal foot for Expose 16 Inch Diameter Water Main Pipe shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to excavate and expose the top and bottom of the existing Reinforced Concrete Pipe 16 inch water main to inspect for deflection. The bid item price includes but is not limited to:, trench excavation; re-bedding the pipe as directed by the engineer; hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, cement concrete thrust blocking, risers, elbows, disinfecting, flushing, testing, temporary blowoffs, tapping and corporation stops required for testing, and additional costs for overtime work when working on weekends. The cost to hire a welder and have the welder available/on-call shall be included in this bid item. The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. Unsuitable material excavation shall be paid for under the unsuitable foundation material excavation including haul bid item. The unit contract price per force account for Repair 16 inch Diameter Concrete Steel Pipe shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to repair the Reinforced Concrete Pipe as directed by the engineer. The cost to have a welder on call shall be included in the bid item Expose 16 inch Diameter Water Main Pipe. All additional costs for welding shall be paid for under this bid item. When special fittings are required to meet field conditions, additional payment will be made as provided in Section 1-09.6 of the WSDOT Standard Specifications. SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.1 Description This work consists of installing the service connections from the water main to the customers service meter including meter setter; from the customers service meter to the property or easement line; and where shown on the plans, from the service meter to the customers service line. Service connections for commercial users as well as residential users are included. EVH Slump Repair REBID/Holcomb 7 - 26 March 14, 2022 Project Number: 15-3009 This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. 7-15.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Saddles ................................. 9-30.6(1) Corporation Stops ................... 9-30.6(2) Polyethylene Tubing ................ 9-30.6(3)B Service Fittings ....................... 9-30.6(4) Meter Setters ......................... 9-30.6(5) Meter Boxes ........................... 9-30.6(7) Water Meters ......................... 9-30.7(8) 7-15.3 Construction Details 7-15.3(1) General Service lines from the water main to the meter setter and from the meter setter to the property or easement line shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Pipe materials used for service lines shall be either Type K copper tubing without sweat-joints, or ultra-high molecular weight, high density polyethylene (PE) plastic pipe, only. Pipe materials used for water service lines on private property, and installed by the customer shall conform to the Uniform Plumbing Code. It is the customers responsibility to install and maintain the service line between the property or easement line and the facility being served. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and coordinating its work such that water service will be resumed with the least possible inconvenience to the water users. The location of existing water service laterals and service lines between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. Unless otherwise approved by the City Water Department, new service lines from the water main to the meter shall be perpendicular to the water main, i.e. the meter shall be located directly opposite the corporation stop. EVH Slump Repair REBID/Holcomb 7 - 27 March 14, 2022 Project Number: 15-3009 7-15.3(2) Flushing, Disinfection and Testing All service pipe and appurtenances shall be prechlorinated prior to installation. After installation, the service connection shall be flushed prior to connecting the meter and tested after connection to the meter. 7-15.3(3) Service Connections This work shall consist solely of connecting 1 inch or greater diameter service lines to the water main pipe by installing new corporation stops and service line adaptors at the water main pipe and shall include saddles. Corporation stops and saddles shall be of the size shown on the plans and shall be installed with a 22 degree vertical angle from the water main pipe centerline as shown in the Kent Standard Plans. Direct taps shall not be allowed, a double strapped saddle must be used as shown in the Kent Standard Plans. Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. 7-15.3(4) Relocating Existing Water Meter Assembly This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter assembly to the location shown on the plans, and reconnecting the used meter assembly to the service line pipe. 7-15.3(5) Water Service Lines This work shall consist of installing new water service line pipes from the corporation stop at the water main pipe to the water meter setter and from the water meter setter to the water service line. Water service lines shall be the size shown on the plans, but shall in all cases be at least 1 inch in diameter iron pipe size (IPS). Water service lines shall be either copper tubing type K or polyethylene plastic (PE) pipe and shall be installed with a minimum of 2 feet of cover over the top of the line. Whenever PE pipe is installed, 12 gage solid copper tracing wire with plastic coating shall be installed over the pipe for its entire length as shown in Kent Standard Plans 3-10 and 3-11. The wire shall be bared and connected between the corporation and the angle stop on the meter setter so as to maintain continuity. Water service line pipes shall not exceed 60 feet in length from the water main pipe to the meter setter. When water services lines are installed for future use, the work shall include a tail run section of service pipe two feet long from the water meter setter to the property or easement line. This tail run section shall have a union fitting on the end of the tail run, shall be indicated with a 2 x 4 stake marked with the legend WATER and shall otherwise EVH Slump Repair REBID/Holcomb 7 - 28 March 14, 2022 Project Number: 15-3009 be marked in conformance with Section 7-18.3(5) of the WSDOT Standard Specifications. When new water service lines are to be connected to existing service lines smaller than 1 inch in diameter, the new water service lines behind the meter shall be the same diameter as the service line from the water main to the meter and shall be suitably reduced at the connection. 7-15.3(6) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. All water meters larger than 2 inch shall be provided and installed by the Contractor. The Contractor shall reinstall existing water meters where shown on the plans regardless of meter size, unless otherwise stated in the Kent Special Provisions. Water meters shall be located behind City sidewalks when sidewalks are present or scheduled for immediate construction. If in case the water meter must be located within the sidewalk, as determined by the Engineer, no portion of the water meter box shall be closer than 6 inches to any edge of the sidewalk. In the case when City sidewalks are not present or scheduled for immediate construction, new water meters shall be located 2 feet from the right-of-way or easement line and inside the right-of-way or easement. In all cases the angle stop shall be installed 9 inches below finished grade. 7-15.3(7) Compound Meter Assemblies Compound meter assemblies shall be installed where shown on the plans. Compound meter assemblies shall conform with Kent Standard Plan 3-12 in all respects and shall include a water meter of the specified size unless otherwise stated in the Kent Special Provisions. The utility vault for the compound meter and by-pass shall be sized to allow access to all gate valves when the cover is removed, shall be rated for H-20 traffic loading, and shall otherwise conform to Kent Standard Plan 3-12. This work includes connection to the customers service lateral when they exist. 7-15.3(8) Excavation, Bedding and Backfilling Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. EVH Slump Repair REBID/Holcomb 7 - 29 March 14, 2022 Project Number: 15-3009 7-15.3(9) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter boxes installed outside of City sidewalks shall be located within the easement or right-of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for a H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter boxes within planting or similar nontraffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. 7-15.3(10) Replace/Abandon Existing Water Service Where the plans call for an existing water service to be abandoned, the corporation stop at the water main line shall be exposed and shut off. The service pipe shall then be removed from the corporation stop and a plug installed on the corporation stop. For service being replaced, the procedure specified above shall be used except that the new service pipe shall be connected to the corporation stop and the stop turned on. Use appropriate adaptor, when necessary, for connecting new pipe to existing corporation stop. Should the existing corporation stop be of the improper size, it shall be abandoned as specified above and a new corporation stop shall be installed on the water main line. SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of service connections, relocating existing water meters, meter setters, compound meter assemblies, water meters, meter boxes and abandon water service will be made per each. Measurement of new water service line will be made per linear foot. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 Payment EVH Slump Repair REBID/Holcomb 7 - 30 March 14, 2022 Project Number: 15-3009 Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: Adjust Existing Water Meter Box to Finished Grade Adjust Existing Irrigation Box to Finished Grade The unit contract price per each for the above items constitutes complete compensation for constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to raise and adjust the above to final grade at the locations shown on the plans and described in the specifications. The unit contract price per each for Replace Existing Irrigation Box and Adjust to Finished Grade constitutes complete compensation for constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to supply a new irrigation box per Section 9-30.6(7), raise and adjust to final grade at the locations shown on the plans and described in the specifications. EVH Slump Repair REBID/Holcomb 8 - 1 March 14, 2022 Project Number: 15-3009 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 Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other EVH Slump Repair REBID/Holcomb 8 - 2 March 14, 2022 Project Number: 15-3009 sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineers review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for 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 EVH Slump Repair REBID/Holcomb 8 - 3 March 14, 2022 Project Number: 15-3009 4. Construction Stormwater General Permit WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Tackifiers Unless specified otherwise, wood cellulose fiber mulch per Section 9-14(5)10 of the Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be organic tackifier as specified in Section 9-14.5(7)A of the WSDOT Standard Specifications. When specified, tackifiers shall be applied in accordance with the manufacturer's recommendations. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage EVH Slump Repair REBID/Holcomb 8 - 4 March 14, 2022 Project Number: 15-3009 Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5(2) 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 bid price per square yard for Straw Mulch constitutes complete compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air-dried condition, and free of noxious weeds and other materials detrimental to plant life. The unit price per square yard for Clear Plastic Covering (6 mil polyethylene sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed soils per the WSDOT Standard Specification and as directed by the Engineer. The unit contract price per hour for ESC Lead shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word provide means furnish and install (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and EVH Slump Repair REBID/Holcomb 8 - 5 March 14, 2022 Project Number: 15-3009 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 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 EVH Slump Repair REBID/Holcomb 8 - 6 March 14, 2022 Project Number: 15-3009 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: 8-02.3(5)A Seeding Area Preparation The Contractor shall excavate planting pits to a depth of three feet below the top of adjacent sidewalks, or adjacent ground if trees are not being planted in sidewalk cutouts. Tree pits shall be about three feet in diameter, and shall be neat and uniform basins around each tree. The Contractor shall then place special planting mixture into the tree basins, bringing to grade about one and one-half foot below the top of the planter by compaction by repeated watering. Refer to Section 8-02.3(4) of the WSDOT Standard Specifications. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting, Lawn and Seeding Areas The location of plantings shall be according to the landscaping details, unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8) Planting All plants shall be carefully placed in excavated holes to prevent damage to fibrous root systems during placement and backfilling operations, with burlap or container removed. Plants shall be set vertically in the center of the pits, backfilled with native soil, watered and settled so that the crown of the root ball will have the same relation to finished grade as it bore to the grade of the ground from which it was dug. All street trees shall be planted in general conformance to Kent Standard Plan 6-55. SECTION 8-02.3(8)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8)C Pruning, Staking, Guying, and Wrapping EVH Slump Repair REBID/Holcomb 8 - 7 March 14, 2022 Project Number: 15-3009 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 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 EVH Slump Repair REBID/Holcomb 8 - 8 March 14, 2022 Project Number: 15-3009 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. 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 EVH Slump Repair REBID/Holcomb 8 - 9 March 14, 2022 Project Number: 15-3009 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. 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 EVH Slump Repair REBID/Holcomb 8 - 10 March 14, 2022 Project Number: 15-3009 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. 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. For Clean Rock Mulch reference the plans and KSP 9-14.4(3). SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment EVH Slump Repair REBID/Holcomb 8 - 11 March 14, 2022 Project Number: 15-3009 The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per cubic yard for 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 EVH Slump Repair REBID/Holcomb 8 - 12 March 14, 2022 Project Number: 15-3009 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 for per square yard for Clean Rock Mulch constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary including, but not be limited to, placing, shaping and compacting rock for a depth of 6 inches to match existing landscape area. Should the Contractor encounter be directed by the engineer to place thicker than 6 inches it shall be paid according to the following formula: (Required thickness 6 inches) x inches 6 price bid unit additional compensation For example, if the is required to place 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: (8 6) x 6 $2.00 $0.67/SY in addition to the unit price. No other compensation shall be allowed. 8-03 IRRIGATION SYSTEMS SECTION 8-03.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-03.5 Payment The manager of the Les Schwab property indicated that the irrigation system is not currently in use. This bid item is included in case a working irrigation system is encountered and this bid item may not be used without permission from the Engineer. The bid item Existing Irrigation Systems Removal, Repair and/or Modifications 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 repair any irrigation system disturbed during construction as approved by the Engineer. This item also includes all costs to submit plans and obtain approval from the City as required for the work to be completed. This bid item shall include all costs associated with relocating existing irrigation boxes and valves. For the purpose of providing a common proposal for all bidders, the City has entered an estimated amount for force account for this item in the proposal to become part of the total bid by the Contractor. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements EVH Slump Repair REBID/Holcomb 8 - 13 March 14, 2022 Project Number: 15-3009 SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1-05.8(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Cement Concrete Curb and Gutter Cement Concrete Extruded Curb The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. Reinforced curb and gutter adjacent to the driveways shall be paid for under the Cement Concrete Driveway, 8 Inch Depth, Reinforced bid item. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways and associated Reinforced Curb and Gutter shall be installed at the locations indicated on the plans or where directed by the Engineer. See Kent Standard Plan 6-44. The Tacoma Screw property only has access to their property through one driveway. Both cement concrete driveways and associated cement concrete curb drops shall be constructed using a 24-hour cure mix. The Tacoma Screw driveway shall be poured after close of business on a Friday so the driveway will be open by delivery time on Monday morning. 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 EVH Slump Repair REBID/Holcomb 8 - 14 March 14, 2022 Project Number: 15-3009 The unit contract price per square yard for Cement Concrete Driveway, 8 Inch Depth, Reinforced constitutes complete compensation for all materials, labor and equipment required to install 8 thick cement concrete driveway and associated reinforced curb and gutter adjacent to driveway in accordance with the plans and specifications. Reinforcing steel in the driveway, curb and gutter shall be included in this bid item. Reference Kent Standard Plan 6-44. 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 6-73. 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-73, RPM Substitution Patterns. 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. EVH Slump Repair REBID/Holcomb 8 - 15 March 14, 2022 Project Number: 15-3009 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 Removal of raised pavement markers and plastic traffic markings shall be paid for under the Permanent Channelization bid item. No specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. 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 EVH Slump Repair REBID/Holcomb 8 - 16 March 14, 2022 Project Number: 15-3009 same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using standard masonry practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow and shall match the color of Standard Interstate Yellow paint as specified in Formula K-2-83. Yellow masonry paint for precast curbs, Formula H-3-83, may be used for truncated dome patterns embossed into the concrete surface. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: The unit bid per square yard for Cement Concrete Sidewalk constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL SECTION 8-20.1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. EVH Slump Repair REBID/Holcomb 8 - 17 March 14, 2022 Project Number: 15-3009 8-20.2 Materials SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM 2: 8-20.2(1) Equipment List and Drawings 3. Photometric curve data provided in electronic format IES format files provided on a 3 1/2 inch diskette or CD-ROM disk. 4. Photometric calculations showing that the proposed luminaire meets the minimum street lighting requirements of the City. 5. Catalog Cuts and/or ordering information clearly showing selected luminaire options. 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within junction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS “Galvanized steel conduit shall be installed at the following locations:” Item 1. Change to read “All State highway roadbed crossings” Item 3. Contents are deleted, leaving it BLANK THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with EVH Slump Repair REBID/Holcomb 8 - 18 March 14, 2022 Project Number: 15-3009 copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers. 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 SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards EVH Slump Repair REBID/Holcomb 8 - 19 March 14, 2022 Project Number: 15-3009 ITEM 8 IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracTM AB-3008 Clamp Kits, or pre-approved equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per each for 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 Replace Existing Luminaire Foundation shall constitute complete compensation for all materials, tools, equipment, supplies and labor required to take down and reinstall the existing luminaire with a new foundation in the same location as shown on the plans and described in the specifications. This bid item shall include but is not limited to: removing the existing luminaire, foundation, wire and conduit; protecting the existing luminaire from damage during removal and reinstallation, excavation; trenching; conduit; wiring; backfilling; compacting; new luminaire foundation; and connection to the existing system, Labor and Industries, electrical and all other items required for the fully functional illumination system. Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of pairs of parallel SOLID WHITE lines, 8-feet long, 8 inches wide, aligned parallel with the direction of traffic, with an 8 inch space between the lines. Pairs are located as shown in Kent Standard Plan 6-75. THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: EVH Slump Repair REBID/Holcomb 8 - 20 March 14, 2022 Project Number: 15-3009 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 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 Material for pavement and curb markings shall be white or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint, including the paint for the concrete curbs, shall be described in the Qualified Products List as Temporary Pavement Marking Paint Low VOC Solvent Based. Paint and sprayed material shall be applied with a top dressing of glass beads. All Paint shall comply with the specifications for no heat, instant dry pavement markings. Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal. Material for pavement markings shall be paint, plastic or Raised Pavement Markings (RPMs) as noted in the bid item. Paint and plastic shall be selected from materials listed in the Qualified Products list (QPL). Material for RPMs shall meet the requirements for Section 8-09.2. 8-22.3 Construction Requirements SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74M. Approval by the Engineer is required before the placement of permanent pavement marking. EVH Slump Repair REBID/Holcomb 8 - 21 March 14, 2022 Project Number: 15-3009 SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the 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 Refer to Standard Plan 6-73 for RPM channelization. Two Way Left Turn Line (TWLTL) – RPM;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 30-foot unit consisting of a 10-foot line and a 20-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 – RPM; A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 30-foot unit consisting of a 10-foot line and a 20-foot gap. Edge Line / Solid Lane Line – Paint;A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, parking stall and ADA delineation, adjacent lanes traveling in the same direction or bus pull-outs. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: EVH Slump Repair REBID/Holcomb 8 - 22 March 14, 2022 Project Number: 15-3009 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. 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 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: The unit contract price per lump sum for Permanent Channelization constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove existing, reference existing, furnish and install permanent channelization matching the existing channelization as shown on the plans and described in the specifications. All costs to supply and install temporary pavement making shall be included in this payment item. 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 EVH Slump Repair REBID/Holcomb 8 - 23 March 14, 2022 Project Number: 15-3009 where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for Pothole Utilities constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. EVH Slump Repair REBID/Holcomb 9 - 1 March 14, 2022 Project Number: 15-3009 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. EVH Slump Repair REBID/Holcomb 9 - 2 March 14, 2022 Project Number: 15-3009 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: EVH Slump Repair REBID/Holcomb 9 - 3 March 14, 2022 Project Number: 15-3009 9-03.21(1)D Recycled Glass (glass cullet) Recycle glass (glass cullet) shall not be used for any purposes. 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.2 Topsoil SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2(1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 67% sand and/or sandy loam and 33 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils, and TMECC 05.07A Loss-On-Ignition Organic Matter Method. Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, 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: 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 EVH Slump Repair REBID/Holcomb 9 - 4 March 14, 2022 Project Number: 15-3009 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 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 EVH Slump Repair REBID/Holcomb 9 - 5 March 14, 2022 Project Number: 15-3009 seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ........... 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ........... 21% (Analyzed as N) Available phosphorous ............. 0% (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. SECTION 9-14.4(3) IS SUPPLEMENTED AS FOLLOWS: 9-14.4(3) Clean Rock Mulch Clean Rock Mulch shall not contain hot mix asphalt, concrete rubble, recycled glass or steel furnace slag or recycled material. Mulch shall be placed after planting is complete. EVH Slump Repair REBID/Holcomb 9 - 6 March 14, 2022 Project Number: 15-3009 Clean Rock Mulch shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 20 - 65% US No. 40 0 - 15% US No. 200 7 max. % % Fracture 75 min. 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. 9-14.7 Plant Materials 9-14.7(1) Description 9-14.8 Stakes, Guys, and Wrapping SECTION 9-14.8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.8(1) Tree Ties EVH Slump Repair REBID/Holcomb 9 - 7 March 14, 2022 Project Number: 15-3009 Tree ties shall be patent Tre-Ties sufficient in size and number to adequately support the trees as determined by Quentin Poil, Nursery Supervisor at 253-856-5127. 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 except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT NO PARKING ANYTIME SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. NO PARKING ANYTIME signs shall have engineer grade retro- reflectorized sheeting. 9-28.14 Sign Support Structures SECTION 9-28.14(2) 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. EVH Slump Repair REBID/Holcomb 9 - 8 March 14, 2022 Project Number: 15-3009 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. 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. 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 9-29.3(2)I Twisted Pair Communication Cable Replace AWG 22 with #AWG 19. THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. 9-29.6 Light and Signal Standards EVH Slump Repair REBID/Holcomb 9 - 9 March 14, 2022 Project Number: 15-3009 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 Breakaway supports for street light standards shall conform to Precisionform Inc. model PFI 200-1A Breakaway Supports, or approved equal. SECTION 9-29.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-29.6(6) Aluminum Light Standards Pole shafts shall be constructed of seamless extruded tubes of 6063 aluminum alloy per ASTM B221 and shall be full-length heat treated after welding on the base flange to T-6 temper. The shaft shall be free of longitudinal welds. The pole shaft cap, when required, shall be cast aluminum 443 or 356F aluminum alloy and attached utilizing stainless steel screws. Pole base flanges shall be one piece cast socket of aluminum alloy 356 per ASTM B 26 or B108. The base flange shall be joined to the pole shaft by means of complete circumferential welds; externally at the top of the flange and internally at the bottom of the shaft tube. Single arm members shall be tapered and ellipsized from 6063-T6 aluminum alloy tubing. Arms shall be welded to an extruded mounting plate of 6063-T6 aluminum alloy and attached to the pole shaft by means of four 1/2 inch diameter stainless steel bolts, nuts and washers. A grommeted 1 1/4 inch cable entry (1 inch I.D. rubber grommet) shall be provided in the pole shaft at the arm mounting location. Arms shall have 2 inch N.P.S. slipfitters at least 8 inches in length. 9-29.10 Luminaires SECTION 9-29.10(1) IS REVISED BY REPLACING THE FIRST SENTENCE OF THE FIRST PARAGRAPH WITH THE FOLLOWING: 9-29.10(1) Conventional Roadway Luminaires All luminaires shall come equipped for IES type III, medium cutoff light distribution unless otherwise specified on the Street Lighting Plans and/or Traffic Signal Plans when those signals include street lighting luminaires. EVH Slump Repair REBID/Holcomb 9 - 10 March 14, 2022 Project Number: 15-3009 THE FOLLOWING PARAGRAPHS ARE ADDED TO THE END OF THIS SECTION: The only pre-approved street lighting luminaires for this project are as follows: For LED Equivalent of the 400 Watt HPS Luminaire: ATBM H MVOLT R3 NL P7 For LED Equivalent of the 250 Watt HPS Luminaire: ATBM D MVOLT R3 NL P7 For LED Equivalent of the 200 Watt HPS Luminaire: ATBM C MVOLT R3 NL P7 For LED Equivalent of the 100 Watt HPS Luminaire: ATBS E MVOLT R3 NL P7 For LED Equivalent of the 100 Watt HPS Lumec DSX Luminaire: S56C1-55W32LED4K-R-ACDR-LE3-240-SFX-FN1-GN8TX For LED Equivalent of the 100 Watt HPS King Luminaire: K118R-B2PR-III-60-SSL-1042-120-K18-PEBC-SST-GN-#1 Other street lighting luminaires may be submitted for approval, PROVIDED that they possess the same serviceability characteristics as the pre-approved models, and the submittal is accompanied by photometric calculations showing that they are photometrically equivalent to the approved products. 9-29.12 Electrical Splice Materials SECTION 9-29.12(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 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 EVH Slump Repair REBID/Holcomb 9 - 11 March 14, 2022 Project Number: 15-3009 wrapped with Scotch™#06147 Electrical Moisture Sealant, or approved equal. SECTION 9-29.13 IS REVISED BY REPLACING THE LAST SENTENCE WITH THE FOLLOWING: 9-29.13 Control Cabinet Assemblies Traffic Signal Control Cabinet Assemblies shall meet the requirements of NEMA TS2 Specification. SECTION 9-29.13(1) IS REVISED BY REPLACING THE THIRD SENTENCE WITH THE FOLLOWING: 9.29.13(1) Environmental, Performance, and Test Standards for Solid-State Traffic Controller Assemblies NEMA control assemblies shall meet or exceed current NEMA TS 2 Environmental Standards. SECTION 9-29.13 (2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(2) Traffic Signal Controller Assembly Testing Each traffic signal controller assembly shall be tested as follows. The Contractor shall: 1. Prior to shipping, arrange controller cabinet testing with City of Kent Transportation. 2. If the traffic signal control assembly passes all testing, the Contractor will be notified the cabinet is ready for pick-up. 3. If the traffic signal control assembly fails testing, the Contractor has 7 calendar days to repair or replace the failed components. Once all repairs are completed, the testing will resume. SECTION 9-29.13(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(3) Traffic Signal Controller The traffic-actuated controller for all City traffic signals shall be a Econolite Corp. Cobalt Controller. SECTION 9-29.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(4) Traffic-Signal Controller Software Controller shall be provided with the most current software release that operates fully with the Citys Cental System Software. Current version of controller maintenance and operation documentation shall be provided with each controller in an electronic format. EVH Slump Repair REBID/Holcomb 9 - 12 March 14, 2022 Project Number: 15-3009 SECTION 9-29.13(5) IS REVISED AS FOLLOWS: 9-29.13(5) Flashing Operations ADD THE FOLLOWING TO THE END OF THE FIRST PARAGRAPH: When the cabinet is commanded to Flashing mode, the DC supply voltage shall be removed from all loadswitches. The flash transfer relays shall be de-energized during flashing operations. REPLACE THE LAST SENTENCE IN ITEM 2 WITH THE FOLLOWING: When the flash-automatic switch is changed to the automatic position, the controller shall resume normal automatic operation with the display and timing as it existed before the flash mode was enabled. DELETE THE SECOND SENTENCE IN ITEM 3. DELETE ITEM 4 IN ITS ENTIRETY. REVISE ITEM 5 BY DELETING at the beginning of major street green IN THE LAST SENTENCE. SECTION 9-29.13(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THE SECTION: 9-29.13(7) Wiring Diagrams The cabinet wiring drawing shall also be provided in AutoCAD v2008 file. All cabinet wiring, and layout shall fit on (1) E1 size sheet, multiple pages shall not be allowed. Component cut sheets and equipment operating manuals shall be provided for devices used within the controller cabinet. SECTION 9-29.13(10)A IS REVISED AS FOLLOWS: 9-29.13(10)A Auxiliary Equipment for NEMA Controllers ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. Type P-1 controller cabinets shall include a fully-wired 16-position back panel / load bay. Printed circuit-type load bay design is not acceptable. The load bay shall be of the tilt down style requiring no tools to swing it down; giving access to the back of the load switches and all wiring behind the load bay. The cabinet shall include the following additional components: twelve solid- state load switches that conform to NEMA TS-2 specifications, sixteen 4 channel half width detectors (Eberle Design, Inc Model LMD624H or Reno A+ETM Model Y/2-200-ss or approved equal), one TS2 Cabinet Power Supply rated at 5Amps (Eberle Design, Inc Model PS250 or approved equal), six TS2 half width Bus Interface Units (Eberlie Design, Inc Model BIU700H or approved equal), One Opticom phase selector (Global Traffic Technologies Model 764 or EVH Slump Repair REBID/Holcomb 9 - 13 March 14, 2022 Project Number: 15-3009 approved equal), twelve red output jumpers to short pin 1 to pin 3 on the loadswitch sockets and auxiliary accessories to provide a complete and functional traffic signal control system. ITEM 3c. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of twenty AC neutral termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 3f. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of ten earth ground unused termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 4 IS REPLACED WITH THE FOLLOWING: 4. A police panel located behind the police panel door shall be equipped with a flash-automatic switch. See Section 9-29.13(5) (above) for operational requirements. ITEM 5 IS REPLACED WITH THE FOLLOWING: 5. An auxiliary control panel located inside the controller cabinet with a Flash-Automatic switch, a Controller On-Off switch, and a Stop Time switch. The Flash-Automatic switch shall put the signal on Flash without applying Stop Time. The Stop Time switch shall provide for application of stop time or disabling ALL other stop time inputs. A ground fault interrupter-protected double outlet shall also be provided on the panel. The panel shall be side or bottom-hinged. ITEM 6 IS REPLACED WITH THE FOLLOWING: 6. The conflict monitor shall be a Eberle Design Inc. EDI MMU2- 16LE(ip), or approved equal. See Section 9-29.13(2) of the Kent Special Provisions for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to Flash if the conflict monitor is removed from service and the cabinet door is closed. Supplemental resistor loads, not to exceed 10 watts per monitored circuit, shall be provided to prevent monitor actuation caused by dimming or lamp burnout. Supplemental loads shall be installed on the control side of the field terminals, for the odd numbered phases and overlaps. DELETE ITEM 7 IN ITS ENTIRETY. ITEM 10 IS SUPPLEMENTED WITH THE FOLLOWING PARAGRAPH AT THE END: 10. No more than one wire shall be permitted per crimped terminal lug. All terminals shall be identified in conformance to the cabinet wiring diagram. All equipment input and output functions shall be terminated on terminal blocks for easy access. The cabinet shall EVH Slump Repair REBID/Holcomb 9 - 14 March 14, 2022 Project Number: 15-3009 contain a spare door indicator switch (normally closed contacts) which will be wired to a terminal block for future use. SECTION 9-29.13(10)C IS REVISED AS FOLLOWS: 9-29.13(10)C NEMA Controller Cabinets ITEM 1 IS REPLACED WITH THE FOLLOWING: 1. The controller cabinet shall be a 44-inch wide Type P-1 and shall be constructed of aluminum. Cabinets shall be finished inside with an approved finish coat of exterior white enamel. The outside of the aluminum cabinet shall be unfinished. ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turning, tilting, or rotating or relocating one device to remove another. The cabinet shall be provided with two (2) shelves that are reinforced with a welded V channel, fabricated from 5052- H32 0.125-inch thick aluminum with double flanged edges rolled front to back. Slotted or round holes shall be provided on front and back flanges for the purpose of tying off wire bundles. One detector rack shall support (16) channels of loop detection, (1) Buss Interface Unit (BIU) and (4) channel of Opticom. This rack shall be capable of using half width 4-channel loop amplifiers, half width Buss Interface Unit (BIU) and both two channel or four channel Opticom cards. The other three detector racks shall support (16) channels of loop detection using half width 4-channel loop amplifiers and one (1) half width Buss Interface Unit (BIU). 9-29.16 Vehicular Signal Heads, Displays, and Housing SECTION 9-29.16(2)A IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.16(2)A Optical Units 1. Light emitting diode (LED) light sources are required for all signal displays. a. Wattage (maximum): 35 watts. b. Voltage: The operating voltages shall be between 85 VAC and 130 VAC. c. Temperature: Temperature range shall be 35 C to +70 C. d. LED Types: Red balls shall be DialiteTM, part number 433- 1210-003XL15, or approved equal; red arrows shall be DialiteTM, part number 432-1314-001XOD15, or approved equal; green balls shall be DialiteTM, part number 433-2220- 001XL15, or approved equal; green arrows shall be DialiteTM, part number 432-2324-001XOD15, or approved equal; yellow balls shall be DialiteTM, part number 433-3230-901XL15, or EVH Slump Repair REBID/Holcomb 9 - 15 March 14, 2022 Project Number: 15-3009 approved equal; yellow arrows shall be DialiteTM, part number 431-3334-901XOD15 or approved equal. e. Enclosure: The enclosure for the LEDs and associated circuitry shall be dust and water-resistant. f. Lens: The lens shall be a polycarbonate lens. The lens shall be free from bubbles, flaws, and other imperfections and shall not be diffused. g. Warranty: A fifteen-year written manufacturers warranty from date of installation on parts and materials will be provided. h. Label: A label shall be provided on the LED housing. The Contractor shall mark the label with a permanent marker to note the installation date. SECTION 9-29.16(2)B MODIFIES THE 3RD AND 4TH SENTENCES IN THE FIFTH PARAGRAPH AS FOLLOWS: 9-29.16(2)B Signal Housing In the third sentence of paragraph 5, all words following the words stabilized polycarbonate plastic shall be deleted. The fourth sentence in paragraph 5 is replaced with Visors shall be flat black in color inside and shall be dark green on the outside. SECTION 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY. SECTION 9-29.19 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.19 Pedestrian Push Buttons Where noted in the contract, pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed. They shall consist of a 2-inch nominal diameter plunger and be ADA compliant. ADA push buttons shall be Campbell Company, Advisor TM (AGPS) or Campbell Company, GuardianTM type assemblies or approved equal. The pedestrian push button assembly shall be constructed as shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. SECTION 9-29.20 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.20 Pedestrian Signals Pedestrian signals shall be (filled in) Hand/Man with Countdown Display, containing LED type optics only. Countdown pedestrian signals shall be (Gelcore part number PS7-CFF1-01A-18 or approved equal). SECTION 9-29.21 IS REVISED AS FOLLOWS: 9-29.21 Flashing Beacon EVH Slump Repair REBID/Holcomb 9 - 16 March 14, 2022 Project Number: 15-3009 Delete the words 12 inch yellow displays shall be dimmed 50% after dark. SECTION 9-29.24 IS REVISED AS FOLLOWS: 9-29.24 Service Cabinets ITEM 9. IS REPLACED WITH THE FOLLOWING: 9. All service enclosures shall be fabricated from 0.125 inch (minimum) 5052 H 32 ASTM designator or B209 aluminum. The exterior of the aluminum service panel shall be unfinished. SECTION 9-29.24(2) IS REVISED AS FOLLOWS: 9-29.24(2) Electrical Circuit Breakers and Contactors REPLACE THE SECOND PARAGRAPH WITH THE FOLLOWING: Mercury contactors shall not be permitted. SUPPLEMENT THE END OF THIS SECTION WITH THE FOLLOWING THREE PARAGRAPHS: Electrical service will be 120 / 240 volts, 60 Hz. AC where and as noted on the Street Lighting and/or Traffic Signal Plans, and include a meter base to allow installation of a power meter. Service conductors shall be stranded copper wires. The smallest service wire shall be #2 AWG USE from the Puget Sound Energy (PSE) connection to the service cabinet. The electrical service cabinet and service point shall be installed by the Contractor where shown on the Street Lighting and/or Traffic Signal Plans. The service panel shall consist of a 2 pole, 240 VAC, 100 amp Main Breaker for control of all power. The panel shall be equipped with a single 1 pole, 120V, 30 amp branch breaker for a traffic signal, four 2 pole, 240 VAC, 20 amp branch breakers for the lighting circuits, a single 1 pole, 120 VAC, 15 amp lighting control breaker, and a single 1 pole, 120 VAC, 20 amp breaker for the GFI receptacle. See Kent Standard Plan 6-96 for service cabinet information. The service panel shall include a switch to bypass the photocell for street light testing. The electrical service cabinet shall be weather tight. The cabinet shall be equipped with a blue core BestTM lock in the cabinet door. See Kent Standard Plans 6-96 for additional information. SECTION 9-29 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-29.26 Traffic Signal Battery Backup Power Unit 1. Features: Insert new feature specifications. EVH Slump Repair REBID/Holcomb 9 - 17 March 14, 2022 Project Number: 15-3009 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe SECTION 9-30.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.1(1) Ductile Iron Pipe Pipe for water mains shall be cement mortar lined ductile iron Class 52 and conforming to the latest revisions to the ANSI specifications. Connections shall be mechanical or push-on joint with rubber gaskets unless otherwise specified on the plans. Restrained joint (RJ) watermain pipe shall be: TR-Flex by U.S. Pipe Thrust-Lock by Pacific States Cast Iron Pipe Company American Pipe Flex Ring Locking Joint Field Lock gaskets shall not be allowed 9-30.2 Fittings SECTION 9-30.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.2(1) Ductile Iron Pipe Cast or ductile iron pipe fittings shall have the same coating, lining and strength as the pipes to which they are connected. Fittings shall be flanged or mechanical joint except for restrained joint fittings which shall be mechanical joint (MJ) with Megalug restraint type follower. Mechanical joint fitting gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21.11. Flanged joint fitting gaskets shall be full face synthetic rubber gaskets appropriate to meet the required pressure rating in accordance with the most current version of AWWA standard C115/A21.15. 9-30.2(6) Restrained Joints Restrained joints pipe shall meet the following requirements : 1. Restrained joints shall be gasketed push-on joints; 2. Gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21.11 and shall meet the pipe manufacturers written recommendations and requirements; 3. Gasket lubrication shall be in accordance with the most current version of AWWA standard C111/A21.11, shall meet the pipe manufacturers written recommendations and requirements, and shall allow pipe deflection, expansion, and contraction throughout the life of the pipe; 4. Maximum allowable deflection at each joint shall be the lower value between the manufactures recommendation or: EVH Slump Repair REBID/Holcomb 9 - 18 March 14, 2022 Project Number: 15-3009 a. 4° for 8-inch diameter pipe 5. Restrained joints shall have a metal to metal contact locking system without the use of gripping teeth; 7. Joint restraint shall be accomplished by inserting components to provide positive axial lock between the bell interior surface and a retainer weldment (weld bead) on the spigot end of the pipe. 9-30.3 Valves SECTION 9-30.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.3(1) Gate Valves (3 to 16 Inches) Gate valves shall be resilient wedge gate type as manufactured by Clow, American Darling, Waterous, Dresser M&H, Mueller or an approved equal, with epoxy-coated valve interiors. They shall conform to AWWA specifications C-509, and shall have a working pressure rating of 250 psi, unless otherwise specified in the Kent Special Provisions. They shall be iron bodied bronze mounted, non-rising stem, and counterclockwise opening. Valve stems shall be provided with O-ring seals. SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word WATER cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic VB-1C or approved equal. A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. SECTION 9-30.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(5) Valve Marker Posts Valve marker posts shall be constructed of Class 3000 cement concrete; shall be 4-inches by 4-inches by 42-inches long with a 6-1/4 inch by 4-inch base; shall contain one number 3 reinforcement bar; and shall otherwise conform to Kent Standard Plan 3-4. EVH Slump Repair REBID/Holcomb 9 - 19 March 14, 2022 Project Number: 15-3009 The exposed portion of the marker posts shall be coated with two coats of WHITE concrete paint. The FOG-TITE valve marker post is the pre-approved marker post. SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(6) Valve Stem Extensions Valve stem extensions shall conform to Kent Standard Plan 3-7. Valve stem operating nuts shall be no shallower than one and one-half (1 1/2) feet. Valves with an operating nut more than 3 feet below finished grade shall have a solid steel valve stem extension rod assembly, with a rock guard, installed on the operating nut. SECTION 9-30.5 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 9-30.5 Hydrants Fire hydrants shall be compression type, break-away (traffic model) hydrants conforming to AWWA C502 except as modified herein. Hydrant types shall be, Clow Medallion, M & H 929, or Mueller Super Centurion. SECTION 9-30.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.5(2) Hydrant Dimensions Hydrants shall conform with Kent Standard Plan 3-1. Valves and Nozzles Fire hydrants should have a bottom valve size of at least five inches, one 4-1/2 inch pumper nozzle and two 2-1/2 inch nozzles shall have NST threads, with 1-1/4 inch pentagonal nuts. Painting - Public owned hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #1000 (white gloss alkyd enamel). Private hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #X 3472 (case yellow gloss alkyd enamel). SECTION 9-30.5(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.5(6) Guard Posts Guard posts shall be constructed of Class 3000 cement concrete; shall be 6-feet long and 9-inches in diameter; shall have 5 equally spaced number 3 reinforcement bars with a minimum of 1-1/2 inch cover; and shall otherwise conform to Kent Standard Plan 3-3. The FOG-TITE hydrant guard post is the pre-approved guard post. All other posts require the approval of the Engineer. SECTION 9-30.6 IS DELETED AND REPLACED WITH THE FOLLOWING: EVH Slump Repair REBID/Holcomb 9 - 20 March 14, 2022 Project Number: 15-3009 9-30.6 Water Service Connections (2 inches and Smaller) 9-30.6(1) Saddles The body casting of saddles for service connections shall be of malleable or ductile iron, extending at least 160 degrees around the circumference of the pipe at the maximum range and at least 180 degrees when the saddle is tightened on the water main. The saddle body and/or straps shall be stamped with the size range of the saddle. The saddle shall have a groove for the neoprene or nitril gasket in order to prevent gasket movement. The saddle is to be tapped with an I.P. thread. The U straps shall conform to the outside diameter of the range stamped on the saddle. The service saddle shall be manufactured by Smith Blair, Romac, or Mueller. Service saddles shall be either double strapped or stainless steel full circumference band. 9-30.6(2) Corporation Stops All corporation stops shall be Ford ballcorp style. The following Ford model numbers shall be used for the respective sizes stated. Ford Corporation Stops Size Ford Model Number 3/4 inch FB500-3 1 inch FB500-4 1 1/2 inch FB500-6 2 inch FB500-7 Connection to service pipes shall be by Ford pack joints (Section 9-30.6(4)) only. SECTION 9-30.6(3)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(3)B Polyethylene Tubing Polyethylene tubing shall be iron pipe size (IPS) ultra-high molecular weight, high density polyethylene plastic meeting or exceeding the following standards: ID ASTM D-2239, SIDR-7, and PE 3408, AWWA C- 901, AWWA C-800, and National Sanitation Foundation Standards and conforming to all other applicable standards. This polyethylene tubing shall be rated at or above a working pressure of 200 psi. Polyethylene plastic tubing shall have a manufactured stainless steel insert stiffener at all compression pack joints. Driscopipe 5100 Ultra-Lien water pipe is an approved product meeting the above specifications. All other products require approval of the City Water Department after submittal of a sample length of pipe and the manufacturers product literature. The City is not responsible for the purchase of materials not meeting the above specifications. EVH Slump Repair REBID/Holcomb 9 - 21 March 14, 2022 Project Number: 15-3009 SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(4) Service Fittings Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack Joint Couplings) shall be used to connect the service line pipe to the corporation stop and meter setter at both ends. When the plans call for the installation of a new service line from the water main to the setter and/or new setter, the connection between the new service line on the private side of the setter and the existing private service line the Contractor shall use an adaptor. If the existing service line is long enough to connect to the setter directly without the need of an adaptor, a pack joint coupling shall be used for the connection to the setter. Pack joint couplings shall make a tight and permanent joint on type K copper tubing or polyethylene plastic pipe as appropriate. Pack joint couplings shall be made of bronze, and shall have a gasket or O-ring. Fittings used for copper and/or polyethylene tubing shall be Ford pack joint type only. Ford stainless steel stiffeners shall be used when utilizing compression fittings on polyethylene tubing. Insert Stiffeners The following table is a summary of the insert stiffeners that shall be utilized for the respective pipe sizes stated. Ford Insert Stiffeners Size Ford Model Number 3/4 inch Insert-71 1 inch Insert-72 1 1/2 inch Insert-74 2 inch Insert-75 Pack Joint Couplings The following table is a summary of Ford pack joint couplings that shall be utilized for the respective pipe sizes and types stated. Ford Pack Joint for Straight CTS Pipe Ford Model Number Male Iron Pipe P.J. for CTS C84-34 3/4 inch 1 inch C84-44 1 inch 1 inch C84-66 1 1/2 inch 1 1/2 inch C84-77 2 inch 2 inch Ford Pack Joint for Polyethylene Pipe Ford Model Number Male Iron Pipe P.J. for PEP C86-34 3/4 inch 1 inch C86-44 1 inch 1 inch C86-66-IDR7 1 1/2 inch 1 1/2 inch C86-77-IDR7 2 inch 2 inch EVH Slump Repair REBID/Holcomb 9 - 22 March 14, 2022 Project Number: 15-3009 SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(5) Meter Setters Meter setters shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have dual-purpose end connections for iron pipe thread male adapters on both ends. The meter setter shall have a brace pipe eye to hold the setter vertical. The setter shall be equipped with an angle shut off valve with padlock wings, and on the outgoing side a check valve to prevent backflow. The check valve shall be spring loaded, of brass and stainless steel construction with a removable back for maintenance purposes. In no case shall residential meter stops be equipped with a bypass. The following meter setters shall be used for the respective size meter setter listed: Meter Setter Size Type 3/4 inch Ford VH72-15W-11-33 1 inch Ford VH74-15W-11-44 1 1/2 inches Ford VBH76-15B-11-66 L/BP 2 inch Ford VFH77-15B-11-77 L/BP SECTION 9-30.6(7) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(7) Meter Boxes Meter box requirements vary with respect to water meter size and location of the meter box. Meter boxes shall be as follows: Meter Box Meter Size Location Type 3/4 inch 1Planters Carson 1220-12 Sidewalks, driveways, pavements or adjacent to vehicle turning areas Olympic Foundry #SM29 1 inch 1Planters Carson 1220-12 Sidewalks, driveways, pavements or adjacent to vehicle turning areas Olympic Foundry #SM30 EVH Slump Repair REBID/Holcomb 9 - 2 March 14, 2022 Project Number: 15-3009 Meter Box Meter Size Location Type 1 1/2 inch to 2 inch 1Planters Carson 1730-15 Sidewalks, driveways, pavements or adjacent to vehicle turning areas Olympic Foundry #SM30 3 inch and larger Concrete vaults per Kent Standard Plan 3- 12 1 All plastic boxes shall be constructed of black polyethylene. Irrigation Box DCVA or PRV Size Type 3/4 inch to 1 inch and all PRVs Carson 1324-15G Green solid lid 1324-2L Extension Boxes - 6 inch Carson 1324B-1L 1 1/4 inch to 2 inch Carson 1730C-1B for 15 inch high Carson 1730D-1B for 18 inch high Green solid lid 1730-P2L SECTION 9-30.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-30.6(8) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. The City Water Department will not provide or set the water meter(s) until the Contractor has obtained the necessary permit(s), paid all associated fees, and receives a request from the project inspector. All water meters larger than 2 inch shall be provided and installed by the Contractor. All 5/8 x 3/4 and full 3/4 meters shall be the short pattern. All water meters regardless of their respective size shall register in cubic feet. The following table is a list of respective meter sizes and meter types. Meter Size Type 5/8 inch x 3/4 inch Invensys SR 3/4 inch Invensys SR 1 inch Invensys SR 1 1/2 inch Invensys SR 2 inch Invensys SR 3 inch to 6 inch Invensys SRH Compound Compound meters for service connections 3 inches and larger shall be installed within a concrete vault and be constructed in accordance with Kent Standard Plan 3-12. After installation of the compound meter, a certified testing laboratory shall certify the accuracy of the meter. A copy of the certification report shall be provided to the Kent Water Department. EVH Slump Repair REBID/Holcomb A - 1 March 14, 2022 Project Number: 15-3009 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-5a Connection to CCP or MCSP Water Main 4 to 8 Sheet 1 of 2 3-5b Connection to CCP or MCSP Water Main 4 to 8 Sheet 2 of 2 3-7 Valve Box and Operating Nut Extender 3-18a Double Check Detector Assembly Above Ground (Demand Greater than 2) Sheet 1 of 5 3-18d Double Check Detector Assembly and Vault Parts List Sheet 4 of 5 3-18e Double Check Detector Assembly and Vault Notes Sheet 5 of 5 3-22 Typical Water Main Trench STORM 5-1 Catch Basin Type I 5-3 Misc. Details for Drainage Structures 5-4 20 x 24 Catch Basin Frame 5-5 20 x 24 Vaned Grate 5-37 Storm Drain Markers STREET 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joint Example 6-35 Expansion and Contraction/Control Joints 6-44 Industrial Cement Concrete Driveway Approach Depressed Sidewalk 6-73 Typical RPM Lane Markings 6-86 City Light Standard 6-89a Light Standard Foundation and Junction Box 6-89b Eccentric Light Standard Foundation and Junction Box 6-90 Junction Box and Street Light Wire Runs B�m A EXISTING CCP OR MCSP EXPOSE EXISTING STEEL PIPE. SEE NOTE 7 NOZZLE (CERTIFIED WELDER REQUIRED, SEE NOTES 2 AND 3 ) 0 FLxMJ TAPPING VALVE FOR WATER SERVICE APPLICATIONS PLAN TABLE A: MINIMUM COLLAR WIDTH (inches)* CJP W/ FUSION TO PIPE CYLINDER EXISTING CCP OR MCSP (STEEL PIPE WITH INNER AND OUTER LAYERS OF MORTAR) SEE NOTE 1 WELD BAR WRAP ON TO COLLAR, TYPICAL OF EACH CUT BAR FOR CCP MAINS NOMINAL NOZZLE DIAMETER (in) EXISTING WATER MAIN DIAMETER (in) 16 18 21 4 2" 2" 2" 6 3" 3" 3" 8 4" 4" 4" * REINFORCING PAD WIDTH SHALL BE HALF THE REQUIRED COLLAR WIDTH TABLE B: PLATE THICKNESS * WATER COLLAR PLATE AND MAIN REINFORCING PAD GAUGE THICKNESS 12 TO 16 1/8" 9 & 10 5/32" 8-12 INCH SIZE TO ACCOMMODATE TAPPING MACHINE CJP W/ CONTOUR _ FILLET TO NOZZLE, 1 NOZZLE WELDED TO CYLINDER, JOINT FIT -UP TO MATCH CYLINDER FLANGE, SEE NOTE 11 ' CONTOUR RESTORE CEMENT MIN 1" COATING, SEE NOTE 9 / NOZZLE. SEE NOTE 5 AND 10 REINFORCING PAD, A36 STEEL. SEE TABLE B FOR PLATE THICKNESS COLLAR A36 STEEL * SEE NOTE 5 FOR COLLAR PLATE AND REINFORCING PAD REQUIREMENTS �� OF WA SEE SHEET 2 OF 2 FOR NOTES AND ADDITIONAL REQUIREMENTS �) d� 38296 9 �� CCP = CONCRETE CYLINDER PIPE - AWWA C303 �SSIONAL MCSP = MORTAR COATED STEEL PIPE - AWWA C200 SECTION A A SEE TABLE B FOR PLATE THICKNESS r. IDTH SECTION B-B DTH NOTES: 1. REFERENCE CITY AS -BUILT INFORMATION FOR WATER MAIN PIPE DETAILS AND SPECIFICATIONS. 2. THE FOLLOWING SUBMITTALS SHALL BE PROVIDED TO THE CITY OF KENT UTILITY ENGINEER FOR APPROVAL 10 BUSINESS DAYS PRIOR TO ANY WORK BEING PERFORMED: 2.1. PROCEDURE QUALIFICATION RECORD (PQR) 2.2. WELDING PROCEDURE SPECIFICATION (WPS) 2.3. WELDER QUALIFICATION / CERTIFICATION FOR THE WELDING OF THE GAUGE STEEL TO THE STEEL PLATE, FOR PIPE (ALL POSITIONS / ANGLES) PER THE MATERIALS AND METHODS OF THE APPROVED WELD PROCEDURE SPECIFICATION. 2.4. PROJECT PROCEDURE SUBMITTAL 3. CERTIFIED WELDER, FLANGE AND VALVE SHALL BE PRE -APPROVED BY THE CITY OF KENT UTILITY ENGINEER. 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE AWS PIPE WELDING CODE AND ASME CODE FOR PRESSURE PIPE. ALL FIELD WELDS SHALL BE LIQUID PENETRANT TESTED. 5. NEW PIPE, COLLAR, AND REINFORCING PAD SHALL BE A36 STEEL PLATE WITH 70XX WELD. NOZZLE SHALL BE SCH. 40 PIPE AND MORTAR COATED AND MORTAR LINED INTERIOR WITH HOLDBACKS FOR WELDS. 6. COORDINATE WITH THE CITY IN REDUCING MAINLINE PRESSURES. OPERATING PRESSURE OF THE PIPE MUST BE BELOW 75 PSI PRIOR TO CUTTING OR REMOVING BAR WRAP. 7. REMOVE EXTERIOR MORTAR COATING WITHOUT DAMAGE TO THE STEEL PIPE OR BAR WRAP. TACK WELD BAR WRAP TO THE PIPE. REMOVE JUST ENOUGH BAR WRAP TO ALLOW INSTALLATION OF COLLAR. CLEAN PIPE OF ANY DEBRIS THAT MAY INTERFERE WITH THE WELDING OF THE CONNECTION. INSPECT PIPE FOR INTEGRITY. CONFIRM THE PROPER FIT OF COLLAR. 8. FIELD WELD NOZZLE, COLLAR, AND REINFORCING PAD. WELD BAR WRAP TO COLLAR. 9. AFTER WELDS HAVE BEEN INSPECTED AND ACCEPTED, APPLY MORTAR COAT TO COVER ALL EXPOSED STEEL (1/2" UNIFORM THICKNESS) EXCEPT THE BOLTED FLANGE AREA. MORTAR COAT SHALL BE PER AWWA M-9 USING A CUSTOM POLYETHYLENE FOAM -LINED GROUT BAND EQUAL TO MARMAC, OR SUBMIT MEANS AND METHODS FOR MORTAR COATING USING GEOTEXTILE FABRIC AS DIAPER. 10. LINE THE INTERIOR HOLDBACKS WITH RAPID SET MORTAR PRIOR TO TAPPING. 11. PROVIDE FLANGE AND BOLT PATTERN RATED EQUAL TO THE PRESSURE RATING OF THE CYLINDER MAIN BUT IN NO CASE SHALL BE LESS THAN 250 PSI. ENSURE OUTLET IS ALIGNED WITH BRANCH LINE CONNECTION AND THAT FLANGE BOLT PATTERN IS ORIENTED FOR VERTICAL GATE VALVE INSTALLATION. PROVIDE INDEPENDENT STRUCTURAL SUPPORT FOR THE VALVE AND TAPPING MACHINE. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER ��1 AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF �� OF WA �l KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 41 ENGINEERING DEPARTMENT CONNECTION TO CCP OR MCSP KENT WATER MAIN - 4" TO 8" W-1N.-IN �� 38296 � ,�' SHEET 2 OF 2 �GI 8m�g� �� COK DRAWN DESIGNED COK SCALE NONE STANDARD PLAN CCP = CONCRETE CYLINDER PIPE - AWWA C303 S&,'ONAL �CHECKED COX I DATE 3— 5 b MCSP = MORTAR COATED STEEL PIPE - AWWA C200 APPROVED ENGINEER OLYMPIC FOUNDRY VB C/L 940 WITH TWO (2) INCH "DEEP SKIRT" COVER. THE COVER SHALL BE MARKED "WATER". SEE SLOPE AWAY 2% MAX (TYP) NOTES 3, 4, AND 5. X C nd np a 41I 0 ri CARE SHALL BE TAKEN IN BACKFILL OPERATIONS ENSURING OPERATING NUT IS IN CENTER AT ALL TIMES BASE SECTION: RICH 24" I OPERATING ? VALVE BOX BOTTOM, NUT EXTENDER OLYMPIC NO. VB1C OR I AS NEEDED PRE -APPROVED EQUAL AND (BELOW RIGHT) SHALL BE COMPATIBLE (n WITH TOP SECTION _ I L VALVE BOX WITH OPERATING NUT EXTENDER NOTES: 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. 2. EXTENSIONS SHALL BE SIZED AS NEEDED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. 3. EARS, LUGS OR STAINLESS CAP SCREWS (TRANSMISSION MAINS ONLY) ON COVER SHALL BE ALIGNED �y F R WITH DIRECTION OF WATER FLOW,Ef SEE PLAN VIEW. S� OF WAq�j 4. FOR ADDITIONAL REQUIREMENTS AND USE SEE CITY OF KENT DESIGN AND CONSTRUCTION STANDARDS 3.19.B AND C. d� 38296 5. VALVE BOX SHALL BE CENTERED OVER O� dal,$T 2" SQUARE OPERATING NUT. �SSIOnrerl 3' SEE NOTE 3 d d d d a d O Q d d a d ° r 7 WATER MAIN WATER LJ d p a° DIRECTION la I d a --- — ---L-- °— —ate-- ----- o ° � 4 d d 3'x3'x4" THICK CONCRETE (3,000 PSI) PAD AROUND VALVE COVER IN UNPAVED AREAS PLAN VIEW 0 w 0 w z 2" SQUARE OPERATING NUT ROCK GUARD, 4 1/4" DIA. 1/8" MIN. THICK 3/4" SOLID STEEL ROD. OPERATING NUT EXTENDER 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 VALVE BOX AND WASNINOTON OPERATING NUT EXTENDER DESIGNED COK SCALE _ NONE STANDARD PLAN DRAWN COK CHECKED COK DATE 12/2019 Z APPROVED ENGINEER J 4j6 ALL PARTS OUTSIDE OF THE ENCLOSURE SHALL BE INSPECTED BY THE FIRE DEPARTMENT. THE ENCLOSURE, ITS CONTENTS AND PIPING TO THE MAIN SHALL BE INSPECTED BY THE CITY OF KENT. CONCRETE 14 PAD 12 13 44 R/W " MIN. (TYP) I z 37 INSTALL AN 5 ISOLATION 23 6 38 8 VALVE AT THE MAIN ° FROM TO _ MAIN ° ° ° ° BUILDING 9„ 9" 24" 2 MIN. 38 z ° MIN MIN. 10 11 44 � 23 N z 4 METER 41 23 23 0 5 U I� 38 PROVIDE 9" MIN. 0 38 CLEARANCE (TYP.) 0 42 40 SLOPE 6 12" MIN. GRADE 0 m 24" 24„ 43 3 a 5/8" MINUS CRUSHED � RESTRAIN ALL 8 30 ROCK 2" MINIMUM CONTINUE RESTRAINT � 30 8 8 AS NEEDED JOINTS FROM MAIN RESTRAINED BEND MI (TYP) 0 TO ASSEMBLY VARIES BY MANUFACTURER AND SIZE 10 FLOW_ FLOW NOTES: 44 39 44 39 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN 1. SEE STANDARD PLANS 3-18d SHT. 4 FOR ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER PARTS LIST AND 3-18e SHT. 5 FOR NOTES. �-��1 AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF OF WAq� KENT. A COPY MAY BE OBTAINED UPON REQUEST. 2. ABOVE GROUND INSTALLATIONS SHALL �� r I�'�� CITY OF KENT BE USED IN AREAS PRONE TO F� p FLOODING OR WITH HIGH WATER ENGINEERING DEPARTMENT TABLES INCLUDING BUT NOT LIMITED • DOUBLE CHECK DETECTOR ASSEMBLY ABOVE TO THE KENT VALLEY FLOOR. KENT GROUND (DEMAND GREATER THAN 2") 38296 9 ,��' "-11N.—IN SHEET 1 OF 5 3. IF CONCRETE THRUST BLOCK OR FLANGE Sm�g� DESIGNED coK STANDARD PLAN FORMSFITTINGS CANNOT BE USED, 2 OFDRAWN COK NONE THRUST RESTRAINT ARE REQUIRED. �SSIONAL �� CCHECKED coK DATES 9/2020 APPROVED ENGINEER 3-1 8a DOUBLE CHECK DETECTOR ASSEMBLY PARTS LIST SEE KCC CHAPTER 13 AND STANDARD PLAN 3-18 SHEET 5 FOR NOTES. SEE STANDARD PLAN 3-18 SHEETS 1, 2 AND 3 FOR PLAN, ELEVATION AND SECTION. lO LOCKING FOLLOWER RING. 2O 4" MIN. RESTRAINED JOINT D.I. CLASS 52. 3O PRECAST CONC. VAULT. SEE KCC TITLE 13 FIRE PREVENTION AND PROTECTION ® APPROVED DCVA IN BYPASS LINE (LATEST WASHINGTON STATE HEALTH DEPARTMENT APPROVED LIST) SHALL BE ON OPPOSITE SIDE OF PUMPER LINE. (PART OF DCDA). 5O DCDA IN MAIN LINE (LATEST WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED LIST). 29 10", 8", 6" OR 4" NON -RISING STEM RESILIENT WEDGE GATE VALVE WITH 2" OPERATING NUT. 30 THRUST RESTRAINT USED OTHER THAN FLANGE FITTINGS OR CONCRETE BLOCKING REQUIRES TWO FORMS OF THRUST RESTRAINT, EXAMPLE: ONE MEGA -LUG AND ONE SHACKLE ROD. 31 NOT USED. 32 NOT USED. 33 NOT USED. 34 NOT USED. © METAL STANCHION STYLE STANDS UNDER CHECK VALVES. 35 10 , 8 , 6 , OR 4 RESILIENT WEDGE GATE VALVE, FL W/POST INDICATOR W/TAMPER SWITCH. 7O 10", 8", 6" OR 4" FL COUPLING ADAPTER. 36 SIGN ON OUTSIDE OF BUILDING ............. FIRELINE DCDA ® 10", 8", 6" OR 4" PExFL PIPE. 37 10", 8", 6" OR 4" SPOOL, FLXFL. INSIDE BLDG. 9O GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE TO MAKE WATER TIGHT SEAL. 38 10", 8", 6" OR 4" 900 BEND, FLXFL. 10 10", 8", 6" OR 4" RESILIENT WEDGE GATE VALVE, FLxFL W/ POST INDICATOR W/ 39 10", 8", 6" OR 4" 900 BEND, MI. TAMPER SWITCH. 40 WRAP PIPE WITH 1/2" EXPANSION JOINT MATERIAL. 11 10", 8", 6" OR 4" TEE, FLxFL 41 A.S.S.E. 1060 CERTIFIED CLASS II FIBERGLASS OR 12 10" 8" 6" OR 4" REDUCING 900 BEND FLxFL AS REQUIRED. ALUMINUM ENCLOSURE 13 6" OR 4" LONG RADIUS 900 BEND, FLxFL 14 6" OR 4" SPOOL, FLxFL 15 6" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL W/ BALL DRIP IN VAULT OR INSIDE BUILDING DEPENDING ON DCDA APPLICATION. 16 6" OR 4" 900 BEND, FLxFL 17 6" OR 4" SPOOL, FLxFL. 18 NOT USED 19 FLxIP ADAPTER. 20 6" OR 4" GALVANIZED. PIPE, THREADED, LENGTH AS REQUIRED 42 3/8' SS EXP BOLTS 24" O.C. 43 REINFORCED CONCRETE SLAB WITH #4 AT 15" O.C. EACH WAY. 44 CONCRETE BLOCKING AS REQUIRED. 45 DISTANCE FROM THE OPERATING NUT TO THE INSIDE WALL SHALL BE 18" MIN. OR PER THE MANUFACTURER'S RECOMMENDATION. 21 * 4"x4"x6" BULL HEAD THREADED TEE. 22 * UL LISTED FD CONNECTION AND UL LISTED LOCKING CAPS, LOCATE WITHIN 50' MAX. * 21 & 22 ARE GENERALLY 6" WITH THE BULLHEAD, OF A PUBLIC FIRE HYDRANT. WITH FIRE DEPARTMENT APPROVAL, FDC CAN BE ELBOW AS INDICATED. IN CASES WHERE A MOUNTED ON THE BUILDING WITH 5" ANODIZED ALUMINUM STORZ NOZZLE (HIHS). 4" DCVA IS APPROVED, THE BULL ELBOW IS ELIMINATED AND THE FD CONNECTION IS 23 APPROVED ASSEMBLY WITH TAMPER SWITCHES. ADD WIRING IN ACCORDANCE WITH ATTACHED DIRECTLY TO THE GALVANIZED. LAND I PIPE. 24 GALVANIZED. CONDUIT SLEEVE, SEALED BOTH ENDS, FOR ELECTRONIC MONITORING WIRES. 25 LADDER AS REQUIRED PER OSHA. �� F R y 26 AS REQUIRED BY THE KENT CITY CODE =� 27 FLOOR DRAIN TO BUILDING PLUMBING STORM SYSTEM. d� 38296 9 4� 28 2" CLEARANCE INTERIOR AND �� GI8T EXTERIOR ALL AROUND PIPE. �SSIONAL �� DOUBLE CHECK DETECTOR ASSEMBLY MINIMUM CLEARANCES IN VAULT ARE DEPENDENT UPON LOCATION OF PUMPER CONNECTION. f_FNFRAI KIOTFC- 1. VAULT DIMENSIONS BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 2. ALL VAULT LIDS SHALL BE GALVANIZED STEEL AND HAVE DOUBLE DOORS WITH LID UNDER DRAINS WHICH DRAIN TO EXTERIOR OF VAULT. DRAINS SHALL BE DIRECTED TO A VEGETATED AREA AND MUST NOT CAUSE PONDING, EROSION, OR SAFETY CONCERNS. 3. MINIMUM APPARATUS SIZE SHALL BE 4 INCHES. 4. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 5. LADDERS WITHIN VAULTS SHALL BE REQUIRED WHEN DEPTH FROM TOP OF LID TO TOP OF APPARATUS EXCEEDS 30", AND/OR THE APPARATUS IS MORE THAN 12" ABOVE THE FLOOR. INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE TO OSHA. 6. ALL BACKFLOW PREVENTERS SHALL BE ON THE LATEST LIST APPROVED BY THE DEPARTMENT OF HEALTH AND THE CITY OF KENT. 7. MAKE ALL ATTEMPTS TO LOCATE DCDA VAULT OR INSULATED ENCLOSURE AND SWING CHECK VAULT IN PLANTING AREA AND NOT IN PAVING AREA. 8. ALL BENDS AND ELBOWS TO BE CAST IRON, CLASS 250, CEMENT LINED. (SEE APWA AND AWWA). 9. BYPASS LINE TO BE ON OPPOSITE SIDE OF PUMPER LINE. 10. INSTALL THREADED PLUGS IN ALL 8 TEST COCKS. 11. INSTALL A MINIMUM OF 2 ADJUSTABLE STANCHION STYLE SUPPORTS. 12. FOR FIRE PIPING SYSTEM INSTALLATIONS ON PRIVATE SIDE OF VAULT, THE CONTRACTOR MUST HAVE SPECIAL FIRE CERTIFICATION. INSIDE BUILDING NOTES: 1. ROOM IN WHICH DCDA IS PROPOSED TO BE LOCATED SHALL: A. HAVE FLOOR DRAINS CONNECTED TO STORM OR SANITARY SEWER. B. HAVE A HEATING SYSTEM (40G F MIN. TEMP.) NO HEAT TAPE. C. NOT BE USED FOR STORAGE AROUND THE DCDA. D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DCDA AND WALL MOUNTED PIVS. 2. GROUT ALL AROUND PIPE WHERE IT ENTERS THE BUILDING. 3. IF PRIVATE HYDRANTS ARE REQUIRED FOR THE PROJECT, ENTIRE SYSTEM (HYDRANTS AND FIRELINE) SHALL BE ISOLATED FROM CITY SYSTEM BY A DCDA LOCATED AT THE PROPERTY LINE PER STANDARD PLANS 3-18a, b AND c. ABOVE GROUND NOTES: 1. ENCLOSURE TO BE LOCATED OUTDOORS AND ACCESSIBLE TO THE CITY. ALTERNATE LOCATION REQUIRES THE CITY APPROVAL. 2. HEATERS AND WIRING SHALL BE RATED AT 2,000 WATT FOR 8" AND UNDER: 3,000 WATT FOR 10". 3. CONCRETE TO BE 2500 PSI (MINIMUM) MIX WITH AIR ENTRAINMENT. 4. DRAIN TO DAYLIGHT WITH BIRD SCREEN LOCATED AT SLAB LEVEL (SIZED PER MANUFACTURERS RECOMMENDATION). 5. NO BRANCH CONNECTIONS ALLOWED BETWEEN METER AND DCDA. 13. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE MAKING A WATER TIGHT SEAL. 14. ALL PIPE TO BE DUCTILE IRON CEMENT LINED CLASS 52 PIPE EXCEPT WHERE INDICATED. INSTALLATION MUST ALLOW CLEARANCE FOR PROPER OPERATION OF ALL O.S AND Y's. 15. GALVANIZED STEEL PIPE SHALL BE WRAPPED WITH POLYETHYLENE WRAPPING 10mm THICKNESS. 16. COMPLETE ALL WORK IN ACCORDANCE WITH STATE, CITY AND MANUFACTURER STANDARDS. 17. SYSTEM SHALL NOT BE PUT INTO SERVICE UNTIL DCDA IS APPROVED BY THE CITY AND TESTED/CERTIFIED BY A WASHINGTON STATE LICENSED TESTER. 18. DCDA IS PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWNER WITH ANNUAL CERTIFICATIONS REQUIRED. 19. ELECTRONIC SUPERVISION OF CONTROL VALVES IS REQUIRED. 20. THE INSTALLATION OF THE FIRE DEPARTMENT CONNECTION SHALL BE PER THE FIRE CODE OFFICIAL. 21. AN ISOLATION VALVE SHALL BE PROVIDED AT THE CITY WATER MAIN. 22. BY-PASS AND FIRE DEPARTMENT CONNECTION AS SHOWN IN 3-18a, b and c ARE REQUIRED. 23. SEE STANDARD PLAN 3-18a, b and c FOR PLAN, ELEVATION. AND SECTION. 24. SEE STANDARD PLAN 3-18d FOR PARTS LIST. 4. INSTALLATION OF DCDA IS APPROVED BY HORIZONTAL ALIGNMENT ONLY. 5. A HEATED, R-19 INSULATED WOOD FRAMED ENCLOSURE IS AN ACCEPTABLE ALTERNATIVE TO A ROOM IF DCDA IS TO BE LOCATED IN AN UNHEATED BUILDING. THE ENCLOSURE MUST MEET ALL REQUIREMENTS OF THE DEVELOPMENT SERVICES DIVISION. 6. INTERIOR DCDA SHALL ONLY BE ALLOWED IN ZONING AREAS THAT HAVE ZERO SETBACK REQUIREMENTS BETWEEN THE BUILDING AND THE PROPERTY LINE. 7. FOR INSIDE BUILDING DCDA, THE CITY'S RESPONSIBILITY SHALL CEASE TEN FEET (10') OUT SIDE OF THE BUILDING. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER �F��I AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF OF WA �l KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT \= ENGINEERING DEPARTMENT • DOUBLE CHECK DETECTOR KENT ASSEMBLY AND VAULT NOTES 38296 9 ,��' W-1N.-N SHEET 5 OF 5 O��I l8m�g� �� DESIGNED DRAWNCOK SCALE NONE _ STANDARD PLAN SSIONAL �CHECKED COK DATE 92/20 99 3- 1 8e ENGINEER dPPRl1\/Ffl UNPAVED AREAS PAVED AREAS PAVEMENT RESTORATION PER STANDARD PLANS 6-64 THRU 6-67 EXISTING PAVEMENT SURFACE RESTORATION AS SAWCUT (TYP.) SURFACE I SPECIFIED ON APPROVED PLANS i GRAVEL BORROW PER WSDOT 9-03.14 OR SUITABLE EXCAVATED MATERIAL COMPACT TO 90% MINIMUM OF MAXIMUM DENSITY IN UNPAVED AREAS ° a a ao a aF7�777 SEE NOTE 1 NOTE: UNPAVED AREAS 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE: 30" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. O.D. PLUS 16" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. SEE STANDARD PLANS 6-64 THRU 6-67 FOR TRENCH RESTORATION UNDER i PAVEMENTS 12" MIN. 36" MIN. 48" MIN. 10" OR 12" OR GREATER GREATER PIPE SIZE PIPE SIZE PIPE ZONE MATERIAL SHALL BE 5/8" CSTC PER WSDOT 9-03.9. �- PIPE 4" MIN. SEE NOTE 2 PAVED AREAS 2. WHEN POOR QUALITY FOUNDATION MATERIAL IS ENCOUNTERED BELOW THE BEDDING MATERIAL, THE CONTRACTOR SHALL OVER -EXCAVATE AND IMPORT BACKFILL MATERIAL MEETING THE REQUIREMENTS OF WSDOT STANDARD SPEC 9-03.9(2) OR WHEN DIRECTED BY THE ENGINEER. THE USE OF GEOTEXTILE SEPARATION FABRIC MAY ALSO BE REQUIRED TO STABILIZE THE BASE. 3. BENCH AS NEEDED FOR SHORING OR TRENCH BOX (TYP.) WHEN DEPTH OF TRENCH IS 4 FT. AND GREATER. vFREY WAA 38296 4 �SSIONAL ��t NOTES: Y2" TO 9" EPENDING ,N FRAME ND GRATE EQUIRED FRAME AND GRATE SEE STANDARD PLANS 5-4 THRU 5-8 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 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 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 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. RE 5. ENTERING SIGHT DISTANCE SHALL pF WAS�rl 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 �� Al 38296 2% MAX. O� �GI q PFJg� ��gIONAL ��t 42' 12' 30' 3' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00000 00000 00000 VARIES (300' MAX.) 5' TWO WAY LEFT TURN LANE 2.5' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 TYPE 1Y RPM 4" GAP TYPE 2YY RPM TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 21' 0000000a0000000��44" TYPE 2W OR Y RPM TYPE IWORYRPM 00�000000000 TYPE 1Y RPM GAP 21' TYPE 2YYRPM I I 8888888 8 8888 8 8 8 8 8 8 8- NO GAP TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 42' 42' 12' 30' 12' 30' f 0 0 0 0 00 TYPE 2W RPM TYPE 1W RPM Qo00 00000 TYPE 1W RPM TYPE 2W RPM TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE TYPE 2Y RPM 21' TYPE 1Y RPM 6' 3 � 1 �-� a e�ea a a a s s o�o00oo8oo8000000 00000000000 8 TYPE IWRPM 0000000000000000000000 0 0 0 0 0 0 000 0 0 0 0 0 00 0 0 0 0 00 TYPE 2W RPM TRAFFIC DIRECTION 18"-RPM'S EQUALLY SPACED BARRIER LINE DOTTED WIDE LINE 42' 12' 15'� F �a s� es ea '� 0 0 0 0 0 0 0 0 0 0 0 0� o 0 0 0 0 0 0 0 0 TYPE 1W RPM TYPE 2W RPM TRAFFIC DIRECTION TYPE 2W RPM TYPE 1W RPM DROP LANE LINE EDGE LINE NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT NOTE: �� WAY AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� OF WASNI �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 1. THIS DETAIL TO BE USED ONLY WHEN 4� Gi DEVELOPMENT PROJECTS ARE j� ;� O = \ CITY OF KENT ENGINEERING DEPARTMENT REQUIRED TO MATCH EXISTING RPM LANE MARKINGS. TYPICAL RPM LANE KENT ""'"'"'T'" MARKINGS 2. RAISED PAVEMENT MARKERS (RPM'S) �� 38296 �� SHALL BE INSTALLED PER WSDOT O� d4r SmF]g� �� DESIGNED COK SCALE NONE STANDARD FLAN STANDARD SPECIFICATIONS 8-09, �SSIONAL COK 9-02.1(8), 9 26.2 AND 9 21. D COK DATE 2/2020 CHECKED 6-73 APPROVED ENGINEER BRACKET OR MAST ARM LENGTH SHOWN ON STREET LIGHTING PLANS WIRE HOLE WITH POLE CAP ALLOY 43 1" I.D. RUBBER WITH S.S. SCREWS GROMMET D� TAPERED BRACKET 0.125" WALL ALLOY 6063-T6 4 1/2" O.D. EXTRUDED POLE PLATE ALLOY 6063-T6 WITH 1/2"-.13 NC ALUMINUM HARDWARE TAPERED ALUMINUM TUBE 0.250 WALL ALLOY 6063-T6 SATIN GROUND FINISH I 3'-6" MIN. I I NO. 151 HANDHOLE (4"x6" NOMINAL) GROUND LUG WITH ALLOY A356 T6 NON -FLUSH WITH 3/8" DIAMETER COVER AND S.S. HEX. HEAD SCREWS HOLE OPPOSITE I (FRAME TAPPED 1/2" .13 NC FOR HANDHOLE CL I GROUNDING). MOUNT ON SIDEWALK SIDE BASE FLANGE ALLOY A356 T6 WITH BOLT COVERS AND S.S. HEX. HEAD SCREW io GROUT BETWEEN BASE FLANGE AND FOUNDATION IF A BREAKAWAY COUPLER IS NOT REQUIRED 2" N.T.S. SLIP FITTER MOUNTING HEIGHT SHOWN ON STREET LIGHTING PLANS SEE DETAIL 6-86A FOR STRAIN RELIE L FACE OF CE CURB =WAY I I I I BREAKAWAY COUPLER SEE SECTION SEE CURB AND GUTTER DETAILS 6.14.0 AND STANDARD PLAN 6-89 FOR ADDITIONAL INFORMATION FOR FOUNDATION AND ]-BOX. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE NOTES: �� WAA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� OF WAS�� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. 1. SEE WSDOT STANDARD � �� CITY OF KENT SPECIFICATION SEC. 8-20.2 (1)ENGINEERING DEPARTMENT 2. MOUNTING HEIGHT INCREASES BY 6" WHEN BREAKAWAY �� 38296 4� KENT CITY LIGHT STANDARD COUPLINGS ARE USED. IHINGTON IST �± DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �SSIONAL �CCHECKED COK DATE 12A2019 APPROVED ENGINEER " - v CITY LIGHT STANDARD, SEE KENT STANDARD PLANS 6-86, 6-87, 6-88, 6-90, 6-91, 6-92 A OFF -SET DISTANCE SHOWN ON THE LIGHTING PLANS 3'-6" MIN. �I ° d a ° 4 a 611 61, O (TYP.) (TYP.) L! — —1 SIDEWALK r J SQUARE OR ROUND. d � f ID a ° d a a LT a� n - O ° d a a ° a DIMENSION SHALL MATCH THE REQUIREMENTS OF THE APPROVED BREAKAWAY COUPLING —t--- 4 EACH #7 REBAR NOTES: 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE CITY OF KENT AND THE STATE OF WASHINGTON DESIGN STANDARDS. 2. LOCKING LID STANDARD DUTY JUNCTION BOX PER WSDOT STANDARD PLAN 3-40.10 SHEETS 1 AND 2. ALL LIDS SHALL BE TACK -WELDED AT TWO POINTS FOR SECURITY AFTER THE FINAL INSPECTION AND ACCEPTANCE. WA V-6" 1'-6" SECTION A -A F RFC' pF WA��1 38296 PLANTER � ROADWAY SEE NOTE 2 BOLT PATTERN TO BE SUPPLIED BY THE LIGHT STANDARD MANUFACTURER 4" THICK CONCRETE FACE OF CURB WSDOT JUNCTION BOX TYPE 1 FOR LIGHTING CONDUITS, TYPE 2 IF LIGHTING AND COMMUNICATION ENTER THE SAME JUNCTION BOX, SEE NOTE 2 4" THICK CONCRETE GROUND WIRE WITH COIL (GROUND LID TO BOX) 6" MIN. 5/8" MINUS CRUSHED ROCK PVC CONDUIT TO NEXT JUNCTION BOX 2" MINIMUM DIAMETER SCHEDULE 80 PVC CONDUIT CONCRETE CLASS 4000P 4 EACH #4 REBAR EQUALLY SPACED HOOPS BOLT PATTERN TO BE SUPPLIED BY THE LIGHT STANDARD MANUFACTURER SEE NOTE 2 --x FACE OF CURB ___l A 6" (TYP.) 4" THICK CONCRETE WSDOT JUNCTION BOX TYPE 1 FOR LIGHTING CONDUITS, TYPE 2 IF LIGHTING AND COMMUNICATION ENTER THE SAME JUNCTION BOX, SEE NOTE: 6" MIN. 5/8" MINUS CRUSHED ROCK GROUND WIRE WITH COIL (GROUND LID TO BOX) PVC CONDUIT TO NEXT JUNCTION BOX 2" MINIMUM DIAMETER SCHEDULE 80 PVC CONDUIT PLANTER LT 6" (TYP. T-6" MIN. = Ia D T SQUARE OR ROUND PLAN VIEW 4" THICK CLBOLT PATTERN CONCRETE 1' 2' 5' SIDEWALK 6" I I 444 REBAR EQUALLY SPACED HOOPS NOTES: 1. ALL MATERIALS AND WORK SHALL CONFORM TO THE CITY OF KENT AND THE STATE OF WASHINGTON DESIGN pF WA STANDARD 2. LOCKING LID STANDARD DUTY JUNCTION BOX PER WSDOT STANDARD PLAN 3-40.10 SHEETS 1 % AND 2. ALL LIDS SHALL BE d� 38296 0 TACK -WELDED AT TWO POINTS FOR 0� �C3I}- TtW/,�� SECURITY AFTER THE FINAL NAL 1 INSPECTION AND ACCEPTANCE. A 4-#7 REBAR CONCRETE CLASS 4000P 4" THICK CONCRETE PAD EXTENDING A MINIMUM OF 6" BEYOND THE JUNCTION BOX AND FOUNDATION, ALL SIDES BEHIND SIDEWALK, IN PLANTER JUNCTION BOX OPTION NOTES: (PREFERRED OPTION) SPLICES AND TAPS SHALL BE MADE WITH SOLDERLESS UNINSULATED CRIMP CONNECTORS TO SECURELY JOIN WIRES BOTH MECHANICALLY AND ELECTRICALLY. THEY SHALL EMPLOY THE FOLLOWING MOISTURE BLOCKING INSULATION: SCOTCH 2210 VINYL MASTIC, FOLLOWED BY AN OVER WRAP WITH A MINIMUM OF TWO HALF -LAPPED LAYERS OF SCOTCH VINYL ELECTRIC TAPE SUPER 88 AND A FINAL LAYER OF CONSISTENTLY APPLIED SCOTCHKOTE 054007-14853 ELECTRICAL COATING. 2. JUNCTION BOXES PLACED WITHIN SIDEWALKS SHALL CONTAIN A SLIP RESISTANT SURFACE. REFERENCE KENT STANDARD PLANS 6-89a AND 6-89b. THE BOX SHALL BE COMPLETELY SURROUNDED OR ENCASED IN A MINIMUM 6 INCHES OF 4 INCH THICK CONCRETE AND THE LID SHALL BE TACK WELDED AT TWO POINTS FOR SECURITY. JUNCTION BOX, SEE KENT STANDARD PLANS 6-89 - 6-93, GROUND LID TO BOX WITH #6 GROUND WIRE 3M MOISTURE SEALANT TAPE (SEE NOTE 1) AND BUTT SPLICE CONNECTOR PART YC4C6 #6 OR #8 BARE GROUND WIRE BURNDY CONNECTOR YC4C8 OR APPROVED EQUAL YC4C6, YC8C8 AS NEEDED - INSTALL A THREE WIRE pF WAgh,I 240 VOLT SYSTEM. 4� �7 GROUND OR NEUTRAL WILL �$ START AT THE PUGET SOUND ENERGY SERVICE POINT 38296 �0)" SmF]R�� SSIONAL STREET LIGHT STANDARD WILL BE LOCATED USING THE OFFSET DISTANCES SHOWN ON THE STREET LIGHTING PLANS. SEE STANDARD PLANS 6-87 AND 6-89 FOR STREET LIGHT FOUNDATION DETAILS WATERPROOF IN -LINE FUSE QUICK DISCONNECTS WSDOT STD. SPECS. 9-29.7(2) FNM 5 AMP FUSE OR APPROVED EQUAL STREET LIGHT STANDARD IN SIDEWALK JUNCTION BOX OPTION, SEE NOTE 2 CURB AND GUTTER POLE AND BRACKET CABLES, 2 #10 WIRES GROUND LUG/E6-38 RING TERMINAL 2" DIAMETER SCHEDULE 80 PVC CONDUIT UNLESS A LARGER DIAMETER IS SHOWN ON THE STREET LIGHTING PLANS SPARE 2" DIAMETER SCHEDULE 80 PVC CONDUIT WITH #8 UNINSULATED TRACER WIRE AND 1/4" NYLON PULL ROPE EVH Slump Repair REBID/Holcomb A - 2 March 14, 2022 Project Number: 15-3009 WSDOT STANDARD PLANS DRAINAGE, STRUCTURES AND HYDRAULICS B-30.70-04 Circular Frame (Ring) and Cover B-55.20-02 Pipe Zone Bedding and Backfill SITE PRESERVATION AND EROSION CONTROL I-40.20-00 Storm Drain Inlet Protection H 3 118" 13/e^ 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" SEE DETAIL "A' 14 I 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`�8pf 87bi'$� t}�W BBZONAL 6�6 r,. Fe20eb20n,J�lie la�a� 201812:55 PM CIRCULAR FRAME (RING) AND COVER STANDARD PLAN B-30.70-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION L�� mi eix��nm w.mmam� smroEc:n=mm.m el T.�..n.nml.. 19};�\�1T• \�lTi GRAVEL BA"'LL PIPE ZONE BEDDING ,SEE NOTE • �� FOUNDATION LEVEL C�yl ��► lr��l/y� CONCRETE AND DUCTILE IRON PIPE TRENCH WITH (SEE NOTE 3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) EL O N O FOUNDATION LEVEL THERMOPLASTIC PIPE TRENCH WIDTH (SEE NOTE 3) PIPE ZONE BACKFILL (SEE NOTE 1) G 00 O GRAVEL BACKFILL FOR m O N PIPE ZONE BEDDING o 0 (SEE NOTE 2) FOUNDATION LEVEL = METAL AND STEEL RIB REINFORCED POLYETHYLENE PIPE PIPE ZONE BACKFILL (SEE NOTE 1) GRAVEL BACKFILL FOR PIPE ZONE BEDDING (SEE NOTE 2) FOUNDATION LEVEL —\ NOTES 1. See Standard Speclflcatlons Section 7-08.3(3) for Pipe Zone Backfll. 2. See Standard Speclflcatlons Section 9-0 .12(3) for Gravel Backfill for Pipe Zone Bedding. 3. See Standard Specifications Section 2-09A for Measurement of Trench Width. 4. For sanitary sewer installation, Concrete pipe shall be bedded to spring line. TRENCH WIDTH (SEE NOTE 3) PIPE ARCHES CLEARANCE BETWEEN PIPES FOR MULTIPLE INSTALLATIONS MINIMUM PIPE SIZE DISTANCE BETWEEN BARRELS CIRCULAR PIPE (DIAMETER) UP TO 48" 24" METAL DIAMETER/2 PIPE ARCH 48" AND OR 36" SPAN (SPAN) LARGER WHICHEVER IS LESS 15% RISE AeBBr015T gNbl} ,1. (( ,(I Heilman, Jelie lawru, �IO,�y�.,� Fe620201812:56PM PIPE ZONE BEDDING AND BACKFILL STANDARD PLAN B-55.20-02 SHEET 1 OF 1 SHEET CAPPROVED FOR PUBLICATION CY4' i`m°n'ofeeai nM _ ro [Ncw Woabineron SmC.Wmm.m el Tmnapenu6en 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 EVH Slump Repair REBID/Holcomb A - 3 March 14, 2022 Project Number: 15-3009 TRAFFIC CONTROL PLANS MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) NDTH M.) 25 ?0 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 1" 165 225 295 49 5 550 605 6W - - 12 125 1So 245 320 540 600 660 720 780 mo SIGN SPACING ■ X FREEWAYS & EXPRESSWAYS 55 170 MPH 15CYL RURAL HIGHWAYS 60 165 MPH 800t RURAL ROADS 45 155 MPH 500't RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350't RURAL ROADS & URBAN ARTERIALS 25 130 MPH 2001 (2) RESIDENTAL S BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100't (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVMAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TART F 17\ CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 509D 40 BO 35145 30 60 25130 20 40 30" x 24" R DETOUR F M4-9B W20-1 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. ilIilIil f III f III t ®METRO STOP W2o-1 UNAFFECTED 24ETROSTOPMNAFFECTED RDaD R9-11 W20-5R U W42L LEGEND WORK AREA ■ ■ 28" REFL. CONE TAPER = L- 44 SIGN LOCATION EXISTING TRAFFIC FLOW 0 SEQUENTIAL ARROWBOARD CONTINUATION LINE I I I I AHEAD 4 W20-1 II IIIIIIIIIIIIIIIIIIIIIII y S z20 ST L� 24" z 36" 28" REFL. CONE TRAFFIC CONTROL PLAN KENT, WA N W E S NOT TO SCALE Ernie's Truck Stop 22018 84th Ave S Kent, WA 98032 Queen City Metal 22030 84th Ave S Kent, WA 98032 Les Schwab rl 22101 84th Ave S Kent, WA 98032 a I I 36" x 24" SIDEWALK a I I Truck Yard CLOSED . 4 22118 84th Ave S R9-9 I I h Kent, WA 98032 Contractor shall coordinate work times/dates with Les I I Schwab & Tacoma Screw Products. Driveway access '.I I n shall be maintained. \� a • �I I I I Tacoma Screw Products 36" x 24" 22123 84th Ave S I I Kent, WA 98032 �J SIDEWALK CLOSED R9-9 I I POSTED SPEED LIMIT 46 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH. II SIDEWALKS AND CROSSWALKS SHALL ONLY II BE CLOSED AT THE LOCATIONS SHOWN ON THIS SHEET, I I 24" x 36" 30" x 24' IOFwnL DE o�R cLoseo y ® METRO STOP GENERAL NOTES: aHEao I UNAFFECTED M4-9B I I I 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. R9-11 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND I I 4 } I } I } KEN T DATES (OPTIONAL). IIII I I IIII IIIII II III 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 S 224 ST CONTRACTOR 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD SUPERVISOR CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED -MAY BE A WORK TRUCK. PHONE NUMBER (uRl..) 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. wuFix roxsan nucca xoL 7. CHANNELIZAT16N DEVICES ARE 28" REFL. CONES (see TABLE (1 for acin distances ) p 9 )• ,SUPERVISOR PHONE NUMBER (tax) ^••- IM1 PREPARED BY 'D12•19A SHEET NUMBER PHONE# ALL MAY BE ADJUSTED TO ACCOMMODATE AT ph. 8. SPACING -GRADE �� Chrisr - INTERSECTIONS AND/OR DRIVEWAYS. GOB E-MAIL chris(?traffi ccontrolulan. net MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH M.) 25 ?0 35 40 45 50 1 55 60 65 70 10 105 150 205 270 450 500 550 - 11 115 ifi5 225 295 495 550 605 12 125 180 245 320 540 ECK 6W 720 78G 840 SIGN SPACING - X FREEWAYS B EXPRESSWAYS 55 170 MPH 15CYL RURAL HIGHWAYS fi0 165 MPH SODt RURAL ROADS 45 I55 MPH 500't RURAL ROADS 8 URBAN ARTERIALS 35 140 MPH 350't RURAL ROADS 8 URBAN ARTERIALS 25 130 MPH 2001 (2) RESIDENTAL 8 BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100't (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 ROAOWAV CONDITIONS. TART F IN1 CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT SO D 40 ED 1:14 1 30 1 60 2130 1 20 1 40 AIOAD +I+I+ h f I}I} WORK OAD W20-1 II RIGHT I I THREE LANES CLOSED AHEAD W20-501 II II * I I I I W4-2L II II TAPER = L •I I I I METRO STOP AFFECTED 4 I I S 220 ST I I I I I I I I I I I I I I I I I I I I I I I POSTED SPEED LIMIT aen T METRO STOP UNAFFECTED W20-1 y S 220 ST J = Z = WORK �� W4-2L LEGEND AHEAD wzo-1 WORK AREA ■ ■ ■ ■ ■ 28" REFL. CONE 44 SIGN LOCATION TAPER = L— f EXISTING TRAFFIC FLOW SEQUENTIAL ARROWBOARD TANGENT =2L— W1-4 Les Schwab 22101 84th Ave S VF TAPER = Kent, WA 98032 Contractor shall coordinate work times/dates with Les Schwab & Tacoma Screw Products. Driveway access shall be maintained. \� 0 Tacoma Screw Products 22123 84th Ave S Kent, WA 98032 o a y Z MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE 1n REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH. > v Do 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 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED -MAY BE A WORK TRUCK. 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZAT16N DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. TRAFFIC CONTROL PLAN KENT, WA N W � E S NOT TO SCALE I I I 128" REFL. CONE II II Ernie's Truck Stop 22018 84th Ave S ONLY R3-5R Kent, WA 98032 lel I I 1 7 I I 18" x 24" ONLY I I I R3-5R I I Queen City Metal 22030 84th Ave S I I Kent, WA 98032 Nr' I I •4� I I I 24" x 24" 13 I I I I R3-2 I : I 18" x 24" onLr I I I I R3sR Truck Yard 1 1 4 I 22118 84th Ave S �1 I Kent, WA 98032 .'l'.r• I I • ^ • ^ • SHALL MAINTAIN 11' I'.F. MIN. LANE WIDTH ':E:•C• I I 'r••G• I I 24" x 24" II 4 IIE II II II II II II II II II II II II II 4 a�a�a h t�tit TO: S 222 ST WASHINCION$AIE TRAFRCC0NIR0 SUPERVISOR _ ra R3-2 W2-401 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. W20-5 / REFER TO SIGN SPACING CHART. ROAD ''ll WORK AHEAD Wzo-1' KENT EVH Slump Repair REBID/Holcomb A - 4 March 14, 2022 Project Number: 15-3009 FIRE WATCH FACT SHEET Fire Watch Fact Sheet What is a Fire Watch? A fire watch is a temporary measure for the purposes of ensuring the fire-safety of a building or premises in the event of any act or situation which creates an increased risk to persons or property. The term fire watch is also used to describe a dedicated person or persons whose sole responsibility is to look for fires and other hazards within a building, specific area, or premises. What is the purpose of a fire watch? The purpose of a fire watch is to provide temporary surveillance in a building or premises for the purposes of identifying and controlling fire hazards, detecting early signs of unwanted fire, initiating alarms or evacuation procedures, and notifying the fire department. How long can a fire watch remain in effect? In general, a fire watch is to be used only as a temporary means to provide either an extra level of safety (in the case of a special event or hot work operation) or to supplant an out of service life safety system. A fire watch cannot be used as a technique to avoid or delay the installation or repair of a required fire sprinkler, fire alarm, or other life safety system. Fire Watch is permitted for up to 48 hours using the available personnel at the location. Our jurisdiction requires a Licensed and Bonded security company to perform Fire Watch if the anticipated impairment is going to last more than 48 hours (IFC 901.7 – 2015 IFC). An Impairment worksheet must be completed if the Fire Watch is anticipated to last more than 48 hours. Hot work requires that a fire watch last throughout the duration of the operation and at least 30 minutes after the conclusion of work. The 30-minute time period may be extended by the fire code official depending on the nature of work or hazards present. What are the duties of fire watch personnel? Fire watch personnel shall: Have access to one approved means of communication; know the exact address of the property, and how to report a fire or other emergency condition by calling 9-1-1. Be familiar with the buildings and property and have an accepted written plan for patrolling the property. Be trained in the use of fire extinguishers shall have access to all facility fire extinguishers and know their location. Have knowledge of and be trained in the facility’s evacuation plan in the event of a fire. They shall be able to communicate with non-English speaking residents well enough to give an evacuation order. Not be permitted, while on duty, to perform any other duties. Not be impaired and shall always remain awake and alert . Record time and date every hour that fire watch was conducted. Reference: IFC, NFPA 101, NFPA 72, NFPA 25, Zone 3 Fire Watch Form EVH Slump Repair REBID/Holcomb A - 5 March 14, 2022 Project Number: 15-3009 KING COUNTY ZONE 3 FIRE WATCH LOG KING COUNTY ZONE 3 FIRE WATCH LOG FIRE WATCH INSTRUCTIONS 1. Do not reset the alarm if alarm cause is likely a system malfunction. 2.Silence alarm if needed and direct the responsible party to request a service call. 3. Fill out all portions of the Agency Copy. 4. Fill out the Fire Incident Case # and Incident Date 5. Identify the fire watch frequency 6. Circle the appropriate follow-up agency 7. Identify which system is out-of-service. 8. Identify the responsible party (person who was issued the Fire Watch) 9. Have the responsible party sign that they understand Fire Watch responsibilities. 10. Leave the Site Copy with the responsible party 11.If the Fire Watch was declined, identify the name of the individual who declined the fire watch. 12. Was the building secure when you left? Yes No If not, please explain what actions were taken. 13. Post placard if unable to contact a responsible party and/or when notification to building occupants is important. Was a FIRE WATCH placard posted? Yes No 14. Scan and Email the Agency Copy to the appropriate Fire Marshal’s Office. 15. Include Agency Copy with your fire incident report. FIRE UNIT / OFFICER: / INCIDENT DATE: INCIDENT CASE #: REASON FOR FIRE WATCH: SYSTEM OUT OF SERVICE Sprinkler Fire Alarm Monitoring Other Suppression Other: BUSINESS NAME: BUSINESS ADDRESS: BUSINESS PHONE NUMBER: FIRE WATCH RESPONSIBILITIES The fire watch is required 24 hours a day. Designated employees who are on location, may serve as the Fire Watch during business hours and while performing their regular job. Fire Watch personnel must be aware of, and accept, the duties of the Fire Watch. After hours Fire Watch personnel must be on location and must patrol the building following the close of business. The Fire Watch shall be maintained until the system(s) are operational as determined by the Fire Prevention Bureau. FIRE WATCH ISSUED TO: NAME: PHONE #: SIGNATURE: DATE: Agency Copy – White Site Copy – Yellow Updated: October 5, 2020 Burien/Normandy Park/KCFD#2 FMO@BurienFire.org, Phone: 206-209-4119 Enumclaw Fire Department/KCFD#28 FireMarshal@Enumclawfire.org King County Fire Marshal’s Office FireMarshal@KingCounty.gov Mountain View Fire & Rescue/KCFD#44 Pkramlich@KCFD44.org, Phone: 253-735-0284, 253-569-4211 Port of Seattle Fire@PortSeattle.org Puget Sound Regional Fire Authority FirePrevention@PugetSoundFire.org, Phone: 253-856-4444 Renton Regional Fire Authority FireMarshal@RentonRFA.org South King Fire & Rescue Prevention.Division@SouthKingFire.org, Phone: 253-946-7348 Skyway/KCFD#20 Admin@KCFD20.org, Phone: 206-772-1430 Tukwila Fire Department FireMarshal@TukwilaWA.gov Valley Regional Fire Authority Fire.Marshal@VRFA.org, Phone: 253-261-3616 Vashon Island Fire & Rescue Administration@vifr.org, Phone: 206-463-2405 KING COUNTY ZONE 3 FIRE WATCH LOG INCIDENT CASE# INCIDENT DATE: Fire protection system maintenance and operation is the responsibility of the property owner or manager. Implementation of the fire watch and system repairs is the responsibility of the owner. Due to the inoperative fire protection system(s) in your facility, you are required to provide a Fire Watch. Email paperwork to verify the completion of repair work and/or the restoration of system monitoring. The Fire Watch shall be maintained until the system(s) are operational as determined by the Fire Prevention Bureau. The Fire Watch is required 24 hours a day. Designated employees who are on location, may serve as the Fire Watch during business hours and while performing their regular job. Fire Watch personnel must be aware of, and accept, the duties of the Fire Watch. After hours Fire Watch personnel must be on location and must patrol the building following the close of business. Fire Watch personnel must record the results at the interval checked below: 30 minutes-OCCUPIED STRUCTURE Other SYSTEM OUT OF SERVICE Sprinkler Fire Alarm Monitoring Other Suppression Other: TIME AREA(S) TOURED & CHECKED CONDITIONS FOUND FIRE WATCH INITIALS Agency Copy – White Site Copy – Yellow Updated: October 5, 2020 Burien/Normandy Park/KCFD#2 FMO@BurienFire.org, Phone: 206-209-4119 Enumclaw Fire Department/KCFD#28 FireMarshal@Enumclawfire.org King County Fire Marshal’s Office FireMarshal@KingCounty.gov Mountain View Fire & Rescue/KCFD#44 Pkramlich@KCFD44.org, Phone: 253-735-0284, 253-569-4211 Port of Seattle Fire@PortSeattle.org Puget Sound Regional Fire Authority FirePrevention@PugetSoundFire.org, Phone: 253-856-4444 Renton Regional Fire Authority FireMarshal@RentonRFA.org South King Fire & Rescue Prevention.Division@SouthKingFire.org, Phone: 253-946-7348 Skyway/KCFD#20 Admin@KCFD20.org, Phone: 206-772-1430 Tukwila Fire Department FireMarshal@TukwilaWA.gov Valley Regional Fire Authority Fire.Marshal@VRFA.org, Phone: 253-261-3616 Vashon Island Fire & Rescue Administrationvifr.org, Phone: 206-463-2405 KING COUNTY ZONE 3 FIRE WATCH LOG SYSTEM OUT OF SERVICE Sprinkler Fire Alarm Monitoring Other Suppression Other: TIME AREA(S) TOURED & CHECKED CONDITIONS FOUND FIRE WATCH INITIALS The Fire Watch is required 24 hours a day. Designated employees who are on location, may serve as the Fire Watch during business hours and while performing their regular job. Fire Watch personnel must be aware of, and accept, the duties of the Fire Watch. After hours Fire Watch personnel must be on location and must patrol the building following the close of business. The Fire Watch shall be maintained until the system(s) are operational as determined by the Fire Prevention Bureau. Email paperwork to verify the completion of repair work and/or the restoration of system monitoring. Agency Copy – White Site Copy – Yellow Updated: October 5, 2020 EVH Slump Repair REBID/Holcomb A - 6 March 14, 2022 Project Number: 15-3009 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: 03/29/2022 County Trade Job Classification Wage Holiday Overtime Note Asbestos Abatement Workers Journey Level $54.62 5D 1 H Boilermakers Journey Level $72.54 5N 1C Brick Mason Journey Level $63.32 7E 1 N Brick Mason Pointer -Caulker -Cleaner $63.32 7E 1N Building Service Employees Janitor $27.23 5S 2F Building Service Employees Traveling Waxer/Shampooer $27.68 5S 2F Building Service Employees Window Cleaner (Non -Scaffold) $31.18 5S 2F Building Service Employees Window Cleaner (Scaffold) $32.18 5S 2F Cabinet Makers In Shop), Journey Level $22.74 1 Carpenters Acoustical Worker $68.19 15J 4C Carpenters Bridge, Dock And Wharf Carpenters $68.19 15J 4C Carpenters Carpenter $68.19 15J 4C Carpenters Floor Finisher $68.19 15J 4C Carpenters Floor Layer $68.19 15J 4C Carpenters Scaffold Erector $68.19 15J 4C Cement Masons Application of all Composition Mastic $67.41 15J 41J Cement Masons Application of all Epoxy Material $66.91 15J 4U Cement Masons Application of all Plastic Material $67.41 15J 41J Cement Masons Application of Sealing Compound $66.91 15J 4U Cement Masons Application of Underlayment $67.41 15J 41J Cement Masons Building General $66.91 15J 4U Cement Masons Composition or Kalman Floors $67.41 15J 4U Cement Masons Concrete Paving $66.91 15J 41J Cement Masons Curb Et Gutter Machine $67.41 15J 4U Cement Masons Curb Et Gutter, Sidewalks $66.91 15J 41J Cement Masons Curing Concrete $66.91 15J 4U Cement Masons Finish Colored Concrete $67.41 15J 41J Cement Masons Floor Grinding $67.41 15J 4U Cement Masons Floor Grinding/Polisher $66.91 15J 41J Cement Masons Green Concrete Saw, self -powered $67.41 15J 41J Cement Masons Grouting of all Plates $66.91 15J 4U Cement Masons Grouting of all Tilt -up Panels $66.91 15J 41J Cement Masons Gunite Nozzleman $67.41 15J 4U Cement Masons Hand Powered Grinder $67.41 15J 41J Cement Masons Journey Level $66.91 15J 4U Cement Masons Patching Concrete $66.91 15J 41J Cement Masons Pneumatic Power Tools $67.41 15J 4U Cement Masons Power Chipping Et Brushing $67.41 15J 4U Cement Masons Sand Blasting Architectural Finish $67.41 15J 41J Cement Masons Screed Et Rodding Machine $67.41 15J 4U Cement Masons Spackling or Skim Coat Concrete $66.91 15J 41J Cement Masons Troweling Machine Operator $67.41 15J 4U *Risk Class View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View King Cement Masons King Cement Masons King Divers Et Tenders King King King King King King King King King King King King King King King Divers Et Tenders Divers Et Tenders Divers Et Tenders Divers Et Tenders Divers 8 Tenders Divers Et Tenders Divers Et Tenders Dredge Workers Dredge Workers Dredge Workers Dredge Workers Dredge Workers Dredge Workers Dredge Workers Drywall Applicator Drywall Tapers Electrical Fixture Maintenance Workers Electricians - Inside Electricians - Inside Electricians - Inside Electricians - Inside Electricians - Inside Electricians - Inside Electricians - Inside Electricians - Motor Shop Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electronic Technicians Elevator Constructors Elevator Constructors Fabricated Precast Concrete Products Fence Erectors Fence Erectors Flaggers Glaziers Heat Et Frost Insulators And Asbestos Workers Heating Equipment Mechanics Hod Carriers Et Mason Tenders Industrial Power Vacuum Cleaner Inland Boatmen Inland Boatmen Inland Boatmen Inland Boatmen Inland Boatmen Inland Boatmen Troweling Machine Operator on Colored Slabs Tunnel Workers Bell/Vehicle or Submersible Operator (Not Under Pressure) Diver Diver On Standby Diver Tender Manifold Operator Manifold Operator Mixed Gas Remote Operated Vehicle Operator/Technician Remote Operated Vehicle Tender Assistant Engineer Assistant Mate (Deckhand) Boatmen Engineer Welder Leverman, Hydraulic Mates Oiler Journey Level Journey Level Journey Level Cable Splicer Cable Splicer (tunnel) Certified Welder Certified Welder (tunnel) Construction Stock Person Journey Level Journey Level (tunnel) Journey Level Cable Splicer Certified Line Welder Groundperson Heavy Line Equipment Operator Journey Level Lineperson Line Equipment Operator Meter Installer Pole Sprayer Powderperson Journey Level Mechanic Mechanic In Charge All Classifications - In -Factory Work Only Fence Erector Fence Laborer Journey Level Journey Level Journey Level Journey Level Journey Level Journey Level Boat Operator Cook Deckhand Deckhand Engineer Launch Operator Mate $67.41 15J 4U View $67.41 15J 4U View $122.46 15J 4C View $122.49 15J 4C 8V View $81.04 15J 4C View $73.60 15J 4C View $73.60 15J 4C View $78.60 15J 4C View $73.60 15J 4C View $68.64 15J 4C View $73.62 5D 3F View $73.05 5D 3F View $73.62 5D 3F View $75.03 5D 3F View $76.53 5D 3F View $73.62 5D 3F View $73.05 5D 3F View $68.19 15J 4C View $67.91 5P 1 E View $35.19 5L 1 E View $97.21 7C 4E View $104.49 7C 4E View $93.91 7C 4E View $100.86 7C 4E View $47.03 7C 4E View $90.59 7C 4E View $97.21 7C 4E View $48.68 5A 1 B View $88.89 5A 4D View $81.65 5A 4D View $52.91 5A 4D View $81.65 5A 4D View $81.65 5A 4D View $70.02 5A 4D View $52.91 5A 4D 8W View $81.65 5A 4D View $60.75 5A 4D View $59.10 7E 1 E View $103.81 7D 4A View $112.09 7D 4A View $18.25 5B 1 R View $46.29 15J 4V 8Y View $46.29 15J 4V 8Y View $46.29 15J 4V 8Y View $72.41 7L 1Y View $82.02 15H 11C View $91.83 7F 1 E View $57.31 15J 4V 8Y View $14.49 1 View $61.41 5B 1 K View $56.48 5B 1 K View $57.48 5B 1 K View $58.81 5B 1 K View $58.89 5B 1 K View $57.31 5B 1 K View King Inspection/Cleaning/Sealing Of Sewer 8 Cleaner Operator, Foamer Operator $31.49 1 View Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Sewer Et Grout Truck Operator $14.49 1 View Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Sewer 8 Head Operator $24.91 1 View Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Sewer Et Technician $19.33 1 View Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Sewer Et Tv Truck Operator $20.45 1 View 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 Screed $54.62 15J 4V 8Y View 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 Over) $55.62 15J 4V 8Y View 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 Operator $55.62 15J 4V 8Y View 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 Driller $55.62 15J 4V 8Y View King Laborers Crusher Feeder $46.29 15J 4V 8Y View King Laborers Curing Laborer $54.62 15J 4V 8Y View King Laborers Demolition: Wrecking 8 Moving (Incl. $54.62 15J 4V 8Y View 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, Diamond) $55.62 15J 4V 8Y View 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 8 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 Post $55.62 15J 4V 8Y View Tension Beams King Laborers Guardrail Erector $54.62 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level A) $56.31 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level B) $55.62 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level C) $54.62 15J 4V 8Y View 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, green cutter $57.31 15J 4V 8Y View when using combination of high pressure air 8 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 Chair $46.29 15J 4V 8Y View King Laborers Tamper 8 Similar Electric, Air Et Gas $55.62 15J 4V 8Y View Operated Tools King Laborers Tamper (Multiple Et Self-propelled) $55.62 15J 4V 8Y View King Laborers Timber Person - Sewer (Lagger, Shorer Et $55.62 15J 4V 8Y View 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 Worker 0-30 $142.82 15J 4V 9B View psi King Laborers Tunnel Work -Compressed Air Worker $147.85 15J 4V 9B View 30.01-44.00 psi King Laborers Tunnel Work -Compressed Air Worker $151.53 15J 4V 9B View 44.01-54.00 psi King Laborers Tunnel Work -Compressed Air Worker $157.23 15J 4V 9B View 54.01-60.00 psi King Laborers Tunnel Work -Compressed Air Worker $159.35 15J 4V 9B View 60.01-64.00 psi King Laborers Tunnel Work -Compressed Air Worker $164.45 15J 4V 9B View 64.01-68.00 psi King Laborers Tunnel Work -Compressed Air Worker $166.35 15J 4V 9B View 68.01-70.00 psi King Laborers Tunnel Work -Compressed Air Worker $168.35 15J 4V 9B View 70.01-72.00 psi King Laborers Tunnel Work -Compressed Air Worker $170.35 15J 4V 9B View 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock Tender $57.41 15J 4V 8Y View 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 Et Water General Laborer Et Topman $54.62 15J 4V 8Y View King Laborers - Underground Sewer Et Water Pipe Layer $55.62 15J 4V 8Y View King Landscape Construction Landscape Construction/Landscaping Or $42.08 15J 4V 8Y View 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 11E View King Metal Fabrication In Shop) General Laborer $30.07 151 11E View King Metal Fabrication In Shop). Mechanic $43.63 151 11E 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 - Compressed Air $85.00 15J 4C View Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $90.00 15J 4C View Worker 30.01 - 44.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $94.00 15J 4C View Worker 44.01 - 54.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $106.50 15J 4C View Worker 64.01 - 68.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $108.50 15J 4C View Worker 68.01 - 70.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $110.50 15J 4C View Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $112.50 15J 4C View Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $68.64 15J 4C View King Plasterers Journey Level $64.14 ZQ 1 R View King Plasterers Nozzleman $67.64 M 1 R View King Playground Et Park Equipment Installers Journey Level $14.49 1 View 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 11H 8X View King Power Equipment Operators Bobcat $72.20 15J 11G 8X View King Power Equipment Operators Brokk - Remote Demolition Equipment $72.20 15J 11G 8X View 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 - Laser Screed $72.20 15J 11G 8X View King Power Equipment Operators Concrete Pump - Mounted Or Trailer High $75.50 15J 11G 8X View Pressure Line Pump, Pump High Pressure King Power Equipment Operators Concrete Pump: Truck Mount With Boom $76.77 15J 11G 8X View Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount With Boom $76.09 15J 11G 8X View Attachment Up To 42m King Power Equipment Operators Conveyors $75.50 15J 11G 8X View King Power Equipment Operators Cranes Friction: 200 tons and over $79.20 7A 11H 8X View King Power Equipment Operators Cranes, A -frame: 10 tons and under $72.30 7A 11H 8X View King Power Equipment Operators Cranes: 100 tons through 199 tons, or $77.63 7A 11H 8X View 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 tons through 44 tons with $76.19 7A 11H 8X View attachments King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of $78.44 7A 11H 8X View boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or 300' of $79.20 7A 11H 8X View boom including jib with attachments King Power Equipment Operators Cranes: 45 tons through 99 tons, under $76.87 7A 11H 8X View 150' of boom(including jib with attachments) King Power Equipment Operators Cranes: Friction cranes through 199 tons $78.44 7A 11H 8X View King Power Equipment Operators Cranes: through 19 tons with $75.60 7A 11H 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 (power) $76.09 15J 11G 8X View King Power Equipment Operators Derricks, On Building Work $76.77 15J 11G 8X View King Power Equipment Operators Dozers D-9 8 Under $75.50 15J 11G 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane $75.50 15J 11G 8X View Mount King Power Equipment Operators Drilling Machine $77.53 15J 11G 8X View King Power Equipment Operators Elevator and man -lift: permanent and $72.20 15J 11G 8X View shaft type King Power Equipment Operators Finishing Machine, Bidwell And Gamaco $76.09 15J 11G 8X View 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 Prints, Cut $76.09 15J 11G 8X View 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 Articulating Off- $76.77 15J 11G 8X View Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump Articulating Off -road $76.09 15J 11G 8X View Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill Locator $75.50 15J 11G 8X View King Power Equipment Operators Horizontal/Directional Drill Operator $76.09 15J 11G 8X View King Power Equipment Operators Hydralifts/Boom Trucks Over 10 Tons $75.60 7A 11H 8X View King Power Equipment Operators Hydralifts/boom trucks: 10 tons and $72.30 7A 11H 8X View under King Power Equipment Operators Leverman $78.33 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But Not $76.77 15J 11G 8X View Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 Yards $76.09 15J 11G 8X View 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 - $0.50 per hour $77.53 15J 11G 8X View over mechanic) King Power Equipment Operators Motor Patrol Graders $76.77 15J 11G 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, $76.77 15J 11G 8X View Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower Distribution Et $72.20 15J 11G 8X View Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators and Manlifts), $75.50 15J 11G 8X View Air Tuggers, Strato King Power Equipment Operators Overhead, bridge type: 100 tons and $77.63 7A 11H 8X View over King Power Equipment Operators Overhead, bridge type: 45 tons through $76.87 7A 11H 8X View 99 tons King Power Equipment Operators Pavement Breaker $72.20 15J 11G 8X View King Power Equipment Operators Pile Driver (other Than Crane Mount) $76.09 15J 11G 8X View 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 Rubber $76.77 15J 11G 8X View Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $72.30 7A 11H 8X View King Power Equipment Operators Rigger/Signal Person, Bellman(Certified) $75.60 7A 11H 8X View 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 Materials $75.50 15J 11G 8X View 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 45 Yards $76.09 15J 11G 8X View King Power Equipment Operators Scrapers - Concrete ft Carry All $75.50 15J 11G 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 Yards And $76.77 15J 11G 8X View 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, Tractors $75.50 15J 11G 8X View Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 $76.77 15J 11G 8X View Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 $76.09 15J 11G 8X View To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 $77.53 15J 11G 8X View Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 $78.33 15J 11G 8X View Metric Tons King Power Equipment Operators Slipform Pavers $76.77 15J 11G 8X View King Power Equipment Operators Spreader, Topsider ft Screedman $76.77 15J 11G 8X View 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 250' in $78.44 7A 11H 8X View height, base to boom King Power Equipment Operators Tower crane: up to 175' in height base to $77.63 7A 11H 8X View boom King Power Equipment Operators Tower Cranes: over 250' in height from $79.20 7A 11H 8X View base to boom King Power Equipment Operators Transporters, All Track Or Truck Type $76.77 15J 11G 8X View King Power Equipment Operators Trenching Machines $75.50 15J 11G 8X View King Power Equipment Operators Truck crane oiler/driver: under 100 tons $75.60 7A 11H 8X View 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, Farmall 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 8 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 8 Water King Power Equipment Operators- Boat Operator $76.87 7A 11H 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Brokk - Remote Demolition Equipment $72.20 15J 11G 8X View Underground Sewer 8 Water 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 8 Water King Power Equipment Operators- Concrete Finish Machine - Laser Screed $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Pump - Mounted Or Trailer High $75.50 15J 11G 8X View Underground Sewer Et Water Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount With Boom $76.77 15J 11G 8X View Underground Sewer Et Water Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount With Boom $76.09 15J 11G 8X View Underground Sewer Et Water Attachment Up To 42m King Power Equipment Operators- Conveyors $75.50 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Cranes Friction: 200 tons and over $79.20 7A 11H 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes, A -frame: 10 tons and under $72.30 7A 11H 8X View Underground Sewer 8 Water King Power Equipment Operators- Cranes: 100 tons through 199 tons, or $77.63 7A 11H 8X View Underground Sewer Et Water 150' of boom (including jib with attachments) King Power Equipment Operators- Cranes: 20 tons through 44 tons with $76.19 7A 11H 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Cranes: 20 tons through 44 tons with $76.19 7A 11H 8X View Underground Sewer 8 Water attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or 250' of $78.44 7A 11H 8X View Underground Sewer Et Water boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or 300' of $79.20 7A 11H 8X View Underground Sewer Et Water boom including jib with attachments King Power Equipment Operators- Cranes: 45 tons through 99 tons, under $76.87 7A 11H 8X View Underground Sewer 8 Water 150' of boom(including jib with attachments) King Power Equipment Operators- Cranes: Friction cranes through 199 tons $78.44 7A 11H 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes: through 19 tons with $75.60 7A 11H 8X View Underground Sewer 8 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 (power) $76.09 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Derricks, On Building Work $76.77 15J 11G 8X View Underground Sewer 8 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 Or Crane $75.50 15J 11G 8X View Underground Sewer 8 Water 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: permanent and $72.20 15J 11G 8X View Underground Sewer 8 Water shaft type King Power Equipment Operators- Finishing Machine, Bidwell And Gamaco $76.09 15J 11G 8X View Underground Sewer 8 Water 8 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 Prints, Cut $76.09 15J 11G 8X View Underground Sewer Et Water Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $72.20 15J 11G 8X View Underground Sewer 8 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 Articulating Off- $76.77 15J 11G 8X View Underground Sewer 8 Water Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump Articulating Off -road $76.09 15J 11G 8X View Underground Sewer Et Water Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill Locator $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Horizontal/Directional Drill Operator $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Hydralifts/boom trucks: 10 tons and $72.30 7A 11H 8X View Underground Sewer Et Water under King Power Equipment Operators- Hydralifts/boom trucks: over 10 tons $75.60 7A 11H 8X View Underground Sewer 8 Water King Power Equipment Operators- Leverman $78.33 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But Not $76.77 15J 11G 8X View Underground Sewer Et Water Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 Yards $76.09 15J 11G 8X View Underground Sewer 8 Water 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 8 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 - $0.50 per hour $77.53 15J 11G 8X View Underground Sewer Et Water 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 Drill, $76.77 15J 11G 8X View Underground Sewer Et Water Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower Distribution Et $72.20 15J 11G 8X View Underground Sewer Et Water Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators and Manlifts), $75.50 15J 11G 8X View Underground Sewer Et Water Air Tuggers, Strato King Power Equipment Operators- Overhead, bridge type: 100 tons and $77.63 7A 11H 8X View Underground Sewer 8 Water over King Power Equipment Operators- Overhead, bridge type: 45 tons through $76.87 7A 11H 8X View Underground Sewer Et Water 99 tons King Power Equipment Operators- Pavement Breaker $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Pile Driver (other Than Crane Mount) $76.09 15J 11G 8X View Underground Sewer 8 Water 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 8 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 8 Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $76.77 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Remote Control Operator On Rubber $76.77 15J 11G 8X View Underground Sewer Et Water Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $72.30 7A 11H 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bellman(Certified) $75.60 7A 11H 8X View Underground Sewer Et Water 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 8 Water King Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roto-mill, Roto-grinder $76.09 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Saws - Concrete $75.50 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $76.09 15J 11G 8X View Underground Sewer Et Water 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 Yards And $76.77 15J 11G 8X View Underground Sewer Et Water Over King Power Equipment Operators- Shotcrete/Gunite Equipment $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Shovel, Excavator, Backhoe, Tractors $75.50 15J 11G 8X View Underground Sewer Et Water Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 $76.77 15J 11G 8X View Underground Sewer Et Water Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 $76.09 15J 11G 8X View Underground Sewer 8 Water To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 $77.53 15J 11G 8X View Underground Sewer Et Water Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 $78.33 15J 11G 8X View Underground Sewer Et Water Metric Tons King Power Equipment Operators- Slipform Pavers $76.77 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Spreader, Topsider Et Screedman $76.77 15J 11G 8X View Underground Sewer Et Water 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 250' in $78.44 7A 11H 8X View Underground Sewer Et Water height, base to boom King Power Equipment Operators- Tower crane: up to 175' in height base to $77.63 7A 11H 8X View Underground Sewer Et Water boom King Power Equipment Operators- Tower Cranes: over 250' in height from $79.20 7A 11H 8X View Underground Sewer Et Water base to boom King Power Equipment Operators- Transporters, All Track Or Truck Type $76.77 15J 11G 8X View Underground Sewer 8 Water 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 tons and $76.19 7A 11H 8X View Underground Sewer 8 Water over King Power Equipment Operators- Truck crane oiler/driver: under 100 tons $75.60 7A 11 H 8X View Underground Sewer 8 Water 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 8 Water King Power Equipment Operators- Wheel Tractors, Farmall 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 8 Water King Power Line Clearance Tree Trimmers Journey Level In Charge $57.22 5A 4A View King Power Line Clearance Tree Trimmers Spray Person $54.32 5A 4A View King Power Line Clearance Tree Trimmers Tree Equipment Operator $57.22 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer $51.18 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $38.99 5A 4A View King Refrigeration Et Air Conditioning Journey Level $90.01 6Z 1G View 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 Applicators Journey Level $28.18 1 View 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 Pipefitters Journey Level $94.69 6Z 1G View King Residential Refrigeration 8 Air Journey Level $90.01 6Z 1G View Conditioning Mechanics King Residential Sheet Metal Workers Journey Level $91.83 7F 1 E View King Residential Soft Floor Layers Journey Level $51.91 5A 3J View King Residential Sprinkler Fitters (Fire Journey Level $53.04 5C 211 View 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 Finishers Journey Level $24.39 1 View King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $59.05 5A 3H View King Roofers Using Irritable Bituminous Materials $62.05 5A 3H View 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 8 Ship Repair New Construction Carpenter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Crane Operator $39.58 7V 1 View King Shipbuilding 8 Ship Repair New Construction Electrician $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Heat Et Frost Insulator $82.02 15H 11C View King Shipbuilding 8 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 Engineer $39.58 7V 1 View 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 8 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 8 Ship Repair New Construction Shipfitter $39.58 7V 1 View King Shipbuilding 8 Ship Repair New Construction Warehouse/Teamster $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Welder / Burner $39.58 7V 1 View King Shipbuilding 8 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 8 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 Insulator $82.02 15H 11C View King Shipbuilding 8 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 8 Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding E Ship Repair Ship Repair Painter $47.35 7X 4J View King Shipbuilding 8 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 8 Ship Repair Ship Repair Sheet Metal $47.35 7X 4J View King Shipbuilding 8 Ship Repair Ship Repair Shipwright $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Warehouse / Teamster $45.06 7Y 4K View King Sign Makers 8 Installers (Electrical) Journey Level $53.62 0 1 View King Sign Makers Et Installers (Non -Electrical). Journey Level $34.42 0 1 View King Soft Floor Layers Journey Level $54.41 5A 3J View King Solar Controls For Windows Journey Level $14.49 1 View King Sprinkler Fitters (Fire Protection) Journey Level $89.49 5C 1X View King Stage Rigging Mechanics (Non Structural), Journey Level $14.49 1 View King Stone Masons Journey Level $63.32 7E 1 N View King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 View King Surveyors Assistant Construction Site Surveyor $75.60 7A 11H 8X View King Surveyors Chainman $72.30 7A 11H 8X View King Surveyors Construction Site Surveyor $76.87 7A 11H 8X View King Surveyors Drone Operator (when used in $72.30 7A 11H 8X View coniunction with survev work onlv) King King King King King King King King King King King King King King King King King King King Surveyors Telecommunication Technicians Telephone Line Construction - Outside Telephone Line Construction - Outside Telephone Line Construction - Outside Telephone Line Construction - Outside Terrazzo Workers Tile Setters Tile, Marble Et Terrazzo Finishers Traffic Control Stripers Truck Drivers Truck Drivers Truck Drivers Truck Drivers Truck Drivers Truck Drivers - Ready Mix Well Drillers Et Irrigation Pump Installers Well Drillers Et Irrigation Pump Installers Well Drillers Et Irrigation Pump Installers Ground Penetrating Radar Operator Journey Level Cable Splicer Hole Digger/Ground Person Telephone Equipment Operator (Light) Telephone Lineperson Journey Level Journey Level Finisher Journey Level Asphalt Mix Over 16 Yards Asphalt Mix To 16 Yards Dump Truck Dump Truck 8 Trailer Other Trucks Transit Mix Irrigation Pump Installer Oiler Well Driller $72.30 7A 11H 8X View $59.10 7E 1 E View $38.27 5A 2B View $25.66 5A 2B View $31.96 5A 2B View $36.17 5A 2B View $58.71 7E 1 N View $58.71 7E 1 N View $49.54 7E 1 N View $50.51 7A 1 K View $69.95 15J 111 8L View $69.11 15J 111 8L View $69.11 15J 111 8L View $69.95 15J 111 8L View $69.95 15J 111 8L View $69.95 15J 111 8L View $17.71 1 View $14.49 1 View $18.00 1 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