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HomeMy WebLinkAboutCAG2020-065 - Original - ICON Materials - Meet Me on Meeker Sidewalk and Riverbend Driving Range Improvements - 02/16/2020 Agreement Routing Form • For Approvals,Signatures and Records Management This form combines&replaces the Request for Mayor's Signature and Contract Cover Sheet forms.K EN T WASHINGTON (Print on pink or cherry colored paper) Originator: Department: Nancy Yoshitake for Abdulnaser Almaroof Public Works Date Sent: Date Required: > 2/13/20 2/20/20 O L G. Authorized to Sign: Date of Council Approval: Q ❑ Director or Designee 0 Mayor 2/4/20 Budget Account Number: Grant? ❑Yes ❑ No R20086,R20090,&PK20-02 Budget? IZI Yes ❑ No Type: Vendor Name: Category: ICON Materials Contract Vendor Number: Sub-Category: = 34467 O Project Name: Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements E L O = Project Details:Constructing a new parking lot at the driving range, Russell Road bike/pedestrian connection to the Green River trail, and frontage improvements on W. Meeker. O O E Agreement Amount: $2,305,304.28 Basis for Selection of Contractor: a, OZ11(0/20 20 Start Date: Mayor's signature Termination Date: 100 working days a Local Business? ❑Yes 0 No* *If meets requirements per KCC 3.70.700,please complete'Vendor Purchase-Local Exceptions"form on Cityspace. Notice required prior to disclosure? Contract Number: ❑Yes El No Date eceived by City Attorney: Comments: RECEIVED 0 Cr. 1A RECEIVE (M Date Routed to the Mayor's Office: 'v1 Date Routed to the City Clerk's Office: S i City of Kent ro Visit Documents.KentWA.gov to obtain copies of all agreements -40 SCENT DATE: February 4, 2020 TO: Kent City Council SUBJECT: Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Project Bid - Award MOTION: Award the Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Project to ICON Materials in the amount of $2,305,304.28 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 consists of constructing a new parking lot at Riverbend Driving Range, Russell Rd bike/pedestrian connection to the Green River Trail, and Riverbend frontage improvements on W Meeker Street. The project includes constructing new scored concrete sidewalks, landscaping, irrigation, resurfacing and striping of existing parking lot, planing bituminous, asphalt overlay, traffic loops, raised concrete crosswalk, new median islands, AC powered rapid flashing beacons, channelization, street lighting, pedestrian lighting, and parking lot lighting. The bid opening for the Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Project was held on January 23, 2020 with eight bids received. The lowest responsible and responsive bid was submitted by ICON Materials in the amount of $2,305,304.28. Bid Tab Summary 01. ICON Materials $2,305,304.28 02. Reed Trucking & Excavating, Inc. $2,315,181.60 03. Sound Pacific Construction LLC $2,367,395.90 04. R.W. Scott Construction Co. $2,399,622.00 05. Active Construction Inc. $2,414,414.01 06. Rodarte Construction, Inc. $2,573,418.30 07. Westwater Construction Company $2,617,357.00 08. A-1 Landscaping & Construction, Inc. $2,921,719.70 BUDGET IMPACT: Budget has been established using B&O, TIB, and Park's funds. SUPPORTS STRATEGIC PLAN GOAL: Thriving City, Evolving Infrastructure CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Meet Me on Meeker Sidewalk/ Riverbend Driving Range Improvements Project Numbers: 19-3017, 19-3024, & PK20-02 BIDS ACCEPTED UNTIL BID OPENING January 23, 2020 January 23, 2020 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • KENT WAS H 1 NGTON 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 Prevailing Wage Rates Section 1 CITY OF K ENT KING COUNTY, WASHINGTON K ENT SPECIAL PROVISIONS FOR Meet Me On Meeker Sidewalk/ Riverbend Driving Range Improvements Project Numbers: 19-301 , 9-302 , c P2 }""' BIDS ACCEPTED UNTIL BID OPENING January 23, 2020 January 23, 2020 10:45 A.M. 1 :00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY 7. LAPORTE, P.E. PUBLIC WORKS DIRECTOR 4193 c'00IS NIN, NA K E N - W A 5 H I N G T 0 N CPM Development ' Corporation DBA ICON Materials CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Meet Me on Meeker Sidewalk/ Riverbend Driving Range Improvements Project Numbers: 19-3017, 19-3024, & PK20-02 BIDS ACCEPTED UNTIL BID OPENING January 23, 2020 January 23, 2020 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR • KENT W A 5 H I N G T O N Pagel Cover Page Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always verify Scale ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Equal Employment Opportunity Policy Administrative Policy 1.2 - Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Statement that Bidder Has Not Been Disqualified Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Prevailing Wage Rates CPM Development Corporation DBA ICON Materials Page 4 Order of Contents Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CPM Development INVITATION TO BID Corporation DBA ICON Materials Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through January 23, 2020 up to 10:45 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 11:00 a.m. for the City of Kent project named as follows: Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Project Numbers: 19-3017, 19-3024, & PK20-02 The project consists of constructing a new parking lot at Riverbend Driving Range, Russell Rd bike/pedestrian connection to the Green River Trail, and Riverbend frontage improvements on W Meeker Street. The project includes constructing new scored concrete sidewalks, landscaping, irrigation, resurfacing and striping of existing parking lot, planing bituminous, asphalt overlay, traffic loops, raised concrete crosswalk, new median islands, AC powered rapid flashing beacons, channelization, street lighting, pedestrian lighting, and parking lot lighting. The work items are divided into three schedules: schedule A is for the frontage improvement (east of the crosswalk on Meeker Street), schedule B for the frontage improvement (west of the crosswalk on Meeker Street), schedule C is for the new parking lot and the trail connection on Russell Road. The Engineer's estimated range for this project is approximately $2,350,000-2,450,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Abdulnaser Almaroof at 253- 856-5535. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at KentWA.aov/doina- business/bids-procurement. 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. 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. Page 5 Invitation to Bid Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 2nd day of January, 2020. _ BY: 0 - , W Kimberley A. moto, City Clerk CY Published in Daily Journal of Commerce on January 7 and 14, 2020. CPM Development Corporation y Page 6 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com-Always Verify Scale CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date January 23, 2020 This statement relates to a proposed contract with the City of Kent named Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Project Numbers: 19-3017, 19-3024, & PK20-02 I am the undersigned bidder or prospective contractor. I represent that - 1. I XX 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. CPM Development Corporation DBA ICON Materials NAME OF BIDDER BY: NA R /TITLE Mark Eichelberger-Construction Manager 1508 Valentine Ave SE Pacific, WA 98047-2103 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Meet Me on Meeker/Almaroof 1 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 7 Contractor Compliance Statement Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 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 belo , I agree to fulfill t e five requirements referenced above. By: For: CPM �eveloprnent Corporation DBA ICON Materials Title: Construction Manager Date: January 23, 2020 Meet Me on Meeker/Almaroof 2 January 6,2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 8 Declaration Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 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. CPM Development Corporation DBA ICON Materials Meet Me on Meeker/Almaroof 3 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 9 Administrative Policy Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Mark Eichelberger 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 Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements/Project Numbers: 19- 3017, 19-3024, & PK20-02 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1. All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2. Proposal items are numbered in sequence but are non-continuous. 3. Unit prices for all items, all extensions, and total amount of bid must be shown. 4. Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. CPM Development Meet Me on Meeker/Almaroof 5 Corporation January 6,2020 Page 11 ProposaProject Numbers: 19-3017, 19-3024, PK20-02 UpA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I A - STREET - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000A 1-09.7 1 Mobilization $I` q WSDOT LUMP SUM Per LS ,41(t W-CO 1005A 2-01.5 1 Clearing and Grubbing $ (o 100-co$ WSDOT LUMP SUM Per LS 4I 100•00 1010A 2-02.5 1,400 Remove Existing Asphalt $ 11.60 �c $ KSP SQ YDS Concrete Pavement Per SY 161400-00 1020A 2-02.5 430 Remove Cement Concrete $ 1$.00 �c $ KSP SQ YDS Sidewalk Per SY 7174040 1025A 2-02.5 570 Remove Cement Concrete $ 6.00 $ 314a0,06 * KSP LN FT Curb and Gutter Per LF 1030A 2-02.5 380 Remove Cement Concrete $ q,50 $ `-r to-c)o �k KSP LN FT Extruded Curb Per LF 1040A 8-09.5 1 Removal of Raised Pavement $ W0.00 $ KSP LUMP SUM Markers and Painted and/or Thermoplastic Traffic Per LS 41�DO•C�U Markings 1045A 8-21.5 1 Removal of Traffic Signs $ 340,00 $ 3���00 KSP LUMP SUM Per LS 1050A 2-02.5 1,200 Saw Cut Existing Asphalt $ 4-15 $ S�ZZO�Ob �C KSP LN FT Concrete Pavement Per LF * 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. CPIVI DevelopmentMeet Me on MeekerJAlmaroof 6 C®rrp�t®rail®rl January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 N Page 12 DDA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I A - STREET - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1055A 2-02.5 30 Saw Cut Existing Cement $ q.Dp $ A-70,00 * KSP LN FT Concrete Sidewalk/Pavement Per LF 1060A 2-03.5 460 Roadway Excavation Incl. $ 65,60 $pq,goO.co * WSDOT CU YDS Haul Per CY 1065A 2-03.5 30 Unsuitable Foundation $ 50'Co $ 1150040 �c WSDOT CU YDS Excavation Incl. Haul Per CY 1075A 4-03.5 530 Gravel Borrow, Including $ V?1.00 $ �c KSP TONS Haul and Compaction Per TON f �113D.Qb ($2 50 Min) 1080A 4-04.5 100 Crushed Surfacing Top $ 605,00 $ C KSP TONS Course, 5/8 Inch Minus Per TON (01500,CO ($6 00 Min) 1085A 4-04.5 430 Crushed Surfacing Base $ 3 5.00 $ 15 D�,�-D,OD * KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1100A 5-04.5 250 HMA CI. 1/2" PG 58V-22 $ 11(0.000 $ c KSP TONS Per TON aq16m.00 1110A 5-04.5 750 Planing Bituminous Pavement, $ 13,20 $ KSP SQ YDS 2 Inch Thick Per SY gIC1 Q0.00 1125A 5-04.5 20 Hot Plant Mix for Temporary $ � =5-00 $ KSP TONS Pavement Patch Per TON 31SOO- 0 * 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. CPM Development Meet Me on Meeker/Almaroof 7 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials Page 13 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verity Scale SCHEDULE I A - STREET - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1130A 5-05.5 1 Raised Cement Concrete $='X0A KSP LUMP SUM Crosswalk and Approach Per LS pplom-c j Concrete Ramps, 8 Inch Depth with Saw Cut Scoring 1141A 8-06.5 150 Cement Concrete Driveway, 8 $ 199.00 $ KSP SQ YDS Inch Depth, Reinforced, with per SY 2'x2' Saw Cut Scoring and Q 7CO3 00 Sand Blast Texture 1142A 8-14.5 60 Cement Concrete Rat Slab, $g3.5a $ * KSP SQ YDS (4-Inch Thick) Per SY 51(or0.00 1143A 8-14.5 15 Detectable Directional $ $S,0o $ KSP LN FT Striping Per LF ���� 1144A 8-14.5 60 Detectable Warning Surface $ $$+00 $ * KSP SQ FT Per SF 51aIR0+00 1145A 8-14.5 60 Cement Concrete Sidewalk, $ S0,00 $ c KSP SQ YDS (4-Inch Thick) Per SY 41%00,00 1147A 8-14.5 90 Cement Concrete Sidewalk, $ ILiA-So $ �Ic KSP SQ YDS (4-Inch Thick), 1' x I' Saw Per SY t?) CO Cut Scoring 1148A 8-14.5 400 Cement Concrete Sidewalk, $ 99.00 $ * KSP SQ YDS (4-Inch Thick), 2' x 2' Saw Per SY 39, to Cut Scoring 1150A 8-14.5 500 Cement Concrete Sidewalk, $'$q.00 $ �c KSP SQ YDS (4-Inch Thick), 4' O.C. Saw Per SY ag1500,CIO Cut Scoring * 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. CPM Development Meet Me on Meeker/Almaroof 8 Corporation January 6,2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBq ICON Materials Page 14 f� eV� Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I A - STREET - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1151A 8-14.5 1,000 Colored Cement Concrete $ t7-56 $ * KSP LN FT Band, 12 Inch Wide Per LF 17,500,00 1165A 8-14.5 1 Cement Concrete Pedestrian $vi Soo,cc)$ KSP LUMP SUM Access and Curb Ramp Per LS L101SO0100 1205A 8-04.5 480 Cement Concrete Curb and $ 4:t- p $ * KSP LN FT Gutter Per LF 420, 14001Qp 1206A 8-04.5 50 Cement Concrete Curb and $ 110,00 $ KSP LN FT Gutter, 8 Inch Depth, Per LF CJJ$00.00 Reinforced 1210A 8-04.5 360 Cement Concrete Extruded $ �I}•� $ * KSP LN FT Curb Per LF 451ZZO,O) 1211A 8-04.5 20 Pedestrian Curb $ S5,SO $ �c KSP LN FT Per LF 010100 1212A 8-04.5 110 Cement Concrete Traffic Curb $ L10i5b $ �c KSP LN FT Per LF 456.00 1218A 8-05.5 450 Linear Accent Pavers $ W.50 $ * KSP LN FT Per LF 071 Vas, 1225A 7-05.5 1 Adjust Existing Manhole $ IM"00 $ KSP EACH Frame and Cover to Finished Per EA qa$,00 Grade 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. CPM Devei®pMent Meet Me on Meeker/Almaroof 9 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials Page 15 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I A - STREET - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1230A 7-05.5 1 Remove Existing Manhole $ .7�� $ KSP EACH Frame and Cover and Install Per EA �lOD,00 New Circular Frame and Locking Cover 1235A 8-35.5 1 Adjust Existing Gas Valve $ L}(o0,00 $ �Ic KSP EACH Case and Cover to Finished Per EA 4(00.00 Grade 1245A 8-19.5 2 Meeker Street Bicycle Rack, $ l 700.W$ KSP EACH Type 1 Per EA 314W,00 1250A 8-19.5 3 Meeker Street Bench $ 31gp0.GU$ * KSP EACH Type l(Backed) Per EA 11141 -00 1255A 8-19.5 2 Meeker Street Litter $3160"D$ -7 WO,CO KSP EACH Receptacle, Type 1 Per EA 1260A 8-19.5 2 Meeker Street Freestanding $ 31Woot0$ KSP EACH Planter Per EA (�b00:UO 1270A 8-19.5 12 Meeker Street Pole Banner $ r.JW.CO$ / * KSP EACH Arm Per EA w10O0.W 1271A 8-12.5 100 Temporary Fencing $ Q ► } $ KSP LN FT Per LF 1275A 8-19.5 50 Graffiti Proof Protection for $ (1►40 $ SZOjab * KSP SQ FT Utility Boxes Per SF 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. Meet Me on Meeker/Almaroof 10 CPM DevelopmentJanuary 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Corporation Page 16 DBA [CON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I A - STREET - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1285A 8-20.5 1 Remove Existing Pole and $ 111050'00 $ KSP LUMP SUM Mast Arms Per LS t�(oSb.00 1290A 8-20.5 1 Remove Existing Street Light $ %I W0,C0$ KSP EACH and Base Per EA 11100,00 1320A 8-30.5 2 Project Sign $ q50X0 $ KSP EACH Per EA `���`� 1325A 8-33.5 1 Remove Existing Landscape $ 1100400 $ * KSP EACH Tree (4" to 20") Per EA 1)100. DO 1330A 8-33.5 5 Remove Existing Landscape $ 925►00 $ * KSP EACH Tree (greater than 20") Per EA 4I 125.00 1335A 8-33.5 4 Remove Tree Stump $ Scorn-M$ * KSP EACH Per EA 512001co 1340A 2-02.5 1 Remove Existing Irrigation $ (080,00$ KSP LUMP SUM System Per LS �g0'0ti 1342A 8-28.5 2 Pothole Utilities $ 335,co $ * KSP EACH Per EA (o 70,CO 1350A 5-04.5 1 Asphalt Cost Price Adjustment $5,000* $5,000 KSP CALC Per CALC *Common price to all bidders 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. CPM Development Meet Me on Meeker/Almaroof 11 Corporation January 6,2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials Page 17 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I A - STREET - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1355A 1-04.4(1) 1 Minor Changes $5,000* $5,000 WSDOT CALC Per CALC *Common price to all bidders Schedule I A Total $ (PrRt co CPM Development Meet Me on Corporation Pr ject Numbe sMeek 19-3017, 19-3024, PK20-02 12 DBA ICON Materials January 6, 2020 Page 18 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see vwwa.bxwa.com-Always Verify Scale SCHEDULE IV A - STORM SEWER - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4010A 7-04.5 270 Storm Sewer Pipe, $ :y6,50 $ �t KSP LN FT 8 Inch Diameter Per LF C1 1195540 4015A 7-04.5 25 Storm Sewer Pipe, * KSP LN FT 12 Inch Diameter Per LF $ 110,00 4080A 7-05.5 1 Catch Basin, Type 1 $ 5GD,(o $ 5 �c KSP EACH Per EA 4090A 7-05.5 6 Concrete Inlet $ 1550,01D $ * KSP EACH Per EA 3j 4,C0 4100A 7-05.5 2 Thru-Curb Inlet $ rj$O;Glo $ * KSP EACH Frame and Grate Per EA IGO100 4115A 7-05.5 4 Bolt Down Catch Basin $ �j��}.ga $ * KSP EACH Frame and Grate Per EA 3?q 12V 4120A 7-05.5 1 Catch Basin Rectangular $ 591+4o'3 $KSP EACH Frame and Solid Cover Per EA 514.SA 4135A 2-02.5 200 Remove Existing Storm Sewer $ 1'7.00 $ �c KSP LN FT Pipe or Culvert Per LF 3,gW40b 4145A 2-02.5 4 Remove Existing Catch Basin $ LfAp,CC $ KSP EACH or Manhole Per EA 1 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 correspondin items on a ch schedule. Development Meet Me on Meeker/Almaroof 13 Corporation Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials January 6,2020 Page 19 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE IV A - STORM SEWER - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4150A 2-09.5 1,300 Shoring or Extra Excavation $ ` .®6 $ �C WSDOT SQ FT Class B Per SF 1�78,QQ 4170A 7-08.5 180 Pipe Zone Bedding $ t$.00 $ * KSP TONS Per TON 4180A 7-08.5 140 Bank Run Gravel for Trench $ 151,00 * $ KSP TONS Backfill Per TON Zl l00 iO ($2.50 Min) * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 1-6111 Schedule IV A Total $ 30) wrl I I IV CPM Development Meet Me on Meeker/Almaroof 14 Corporation Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials January 6, 2020 Page 20 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE V A - TRAFFIC CONTROL - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005A 1-10.5 1,600 Traffic Control Labor $ ( 3,00 $ * KSP HOURS Per HR (00J$t .00 5010A 1-10.5 500 Construction Signs Class A $ 115600 $ * WSDOT SQ FT Per SF '15C 6,00 5015A 1-10.5 800 Traffic Control Supervisor $ %5100 $ �c KSP HOURS Per HR 6$j xam 5016A 8-23.5 1 Temporary Pavement Marking $QIg00'00$ KSP LUMP SUM - Short Duration Per LS AC100'Co 5020A 1-10.5 1 Temporary Traffic Control $41CI00000$ KSP LUMP SUM Devices Per LS 41gCO-OO 5030A 1-10.5 430 Portable Changeable Message $ t45j00 $ KSP DAYS Sign (PCMS) Per DAY ► 1350,a0 5040A 8-21.5 2 Permanent Signing Including $ ct35.C•O $ * KSP EACH Post and Foundation Per EA l0'� 5042A 8-21.5 4 Traffic Sign $ ,231-00 $ * KSP EACH Per EA �a�'� 5105A 8-22.5 180 Profiled Plastic Double Yellow $ -7-90 $ KSP LN FT Center Line Per LF �act ca,CC) 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. CPM Development Meet Me on Meeker/Almaroof 15 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 21 ®BA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE V A - TRAFFIC CONTROL - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5110A 8-22.5 1,000 Profiled Plastic Two Way Left $ `740 $ KSP LN FT Turn Lane Lines Per LF Z P00,00 5111A 8-22.5 700 Plastic Bike Lane Line $ 4AS $ KSP LN FT Per LF 3�L+(05,00 5116A 8-22.5 60 Plastic Stop Line $ t3-150 $ KSP LN FT (24 inch wide) Per LF '�►().00 5120A 8-22.5 120 Plastic Crosswalk Line $ 13.50 $ 6a0+00 WSDOT SQ FT Per SF �1 5125A 8-22.5 6 Plastic Traffic Arrow $ 1=100 $WSDOT EACH Per EA l teaO.UO 5130A 8-22.5 4 Plastic Traffic Letter $ q"7.00 $ WSDOT EACH Per EA 38F:Od 5132A 8-22.5 3 Plastic Bike Lane Symbol with $W;?,CO $ C�0(o-00 KSP EACH Arrow Per EA 5135A 8-22.5 110 Profiled Plastic Wide Lane Line $ `t,co $ j ato*co KSP LN FT Per LF 5150A 8-09.5 1 Raised Pavement Marker $ 11320,to $ WSDOT HUNDRED Type 2 Per HUNDRED 5155A 1-10.5 140 Uniformed Off-Duty Police $ 9-7-00 $ KSP HOURS Officer Per HR t21190"00 ($80.00 Min.) Meet Me on Project Numbers 19Almaroof 3017, 19-3024, PK20-02 16 Corporation January 6, 2020 Page 22 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE V A - TRAFFIC CONTROL - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Schedule V A Total $ ?go a�—` . CPM Development Meet Me on Meeker/Almaroof 17 Corporation January 6,2020 Project Numbers: 19-3017, 19-3024, PK20-02 IC ON CON Materials Page 23 ® V Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VI A - ELECTRICAL - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6000A 8-20.5 6 6 Foot Diameter Traffic Loop $ 10 tMoD$ KSP EACH Per EA 6010A 8-20.5 100 Additional Lead-In Wire $KSP LN FT Per LF 6012A 8-20.5 5 Receptacle Outlet $1275-00 $ 113-15,00 �c KSP EACH Per EA 6013A 8-20.5 22 Junction Box, Type 1 $ &ko'm $ * KSP EACH Per EA 1+152.0,00 6014A 8-20.5 5 Junction Box, Type 2 $ SsDicD $ * KSP EACH Per EA 4MC.O-CO 6015A 8-20.5 S Remove Existing Junction Box $ k(pS.00 $ * KSP EACH Per EA SZ5,00 6020A 8-20.5 1,500 Conduit Pipe 2 Inch Diameter $ S,25 $ * KSP LN FT Schedule 80 PVC Per LF 6025A 8-20,5 800 Spare Conduit Pipe 4 Inch $ 13.2.0 $ KSP LN FT Diameter Schedule 80 PVC Per LF 56,0:00 With Pull Rope 6040A 8-20.5 6 Meeker Street Standard, Dual $ 1�jL",W$ * KSP EACH Pedestrian Luminaire and Pole Per �A 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. CPM Development Meet Me on Meeker/Almaroof 18 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials Page 24 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VI A - ELECTRICAL - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6050A 8-20.5 6 Meeker Street Standard, $`1,14 = �c KSP EACH Street Luminaire and Pole Per EA g2,4ce),Co 6075A 8-20.5 1 Electrical Wiring and $ C';M,(Xj$ KSP LUMP SUM Connections Per LS WI SM,bp 6080A 8-20.5 2 Roadside Rectangular Rapid $ t1§M'CV$ KSP EACH Flashing Beacon Per EA d0 221bc�o• 6090A 8-20.5 1 Median Rectangular Rapid $01' ,co$ KSP EACH Flashing Beacon Per EA `31l'o`co 6095A 8-20.5 3 Pedestrian Pushbutton (APS) $ t?tW,CD $ KSP EACH Per EA 6100A 8-20.5 150 Sand for Conduit Bedding $ ' t $ �c KSP TONS Per TON 1pj(oUb��D 6110A 8-20.5 1 Installation and Connections- $'5I5X'00 $ KSP EACH City Owned Video Detection Per EA C515c ,00 Camera 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 VIA Total $ 3. 1d155.co CPM Development Meet Me on Meeker/Almaroof 19 ^Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DB,A ICON Materials Page 25 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VII A - TEMPORARY EROSION AND SEDIMENTATION CONTROL- MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7015A 8-01.5 4 Inlet Protection $60,60 $ * KSP EACH Per EA 'Qg0•00 7030A 8-01.5 110 ESC Lead $ 75,b0 $ * KSP HOURS Per HR �t2�`� 7040A 1-07.15(1) 1 SPCC Plan $ 11tW100$ WSDOT LUMP SUM Per LS t1wo.60 7050A 8-01.5 110 Street Cleaning $ W'DO $ * WSDOT HOURS Per HR 174I O,,0D 7055A 8-01.5 1 Erosion/Water Pollution $5,000* $5,000 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders * 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 VII A Total $ Ua�� CPM Development Meet Me on Meeker/Almaroof 20 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials Page 26 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VIII A - ROADSIDE RESTORATION - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8001A 8-03.5 1 Irrigation System, Complete, $4%070A KSP LUMP SUM Schedule A Per LS Lt3l070,SO 8002A 8-02.5 1 Landscaping $7g6m•00s KSP LUMP SUM Per LS -7Q,Gcqtoo Schedule VIII A Total $ 10, CI -CP lD CPM Development Meet Me on Meeker/Almaroof 21 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials Page 27 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I B - STREET (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000E 1-09.7 1 Mobilization $ 4 ,2W,00$ WSDOT LUMP SUM Per LS "1=40 1005B 2-01.5 1 Clearing and Grubbing $4 A00"C0$ WSDOT LUMP SUM Per LS 1010E 2-02.5 280 Remove Existing Asphalt $ it 00 $ * KSP SQ YDS Concrete Pavement Per SY 3i 080�� 1020E 2-02.5 180 Remove Cement Concrete $ t8#00 $ �c KSP SQ YDS Sidewalk Per SY 31240•CO 1025E 2-02.5 190 Remove Cement Concrete $ (p6AO $ c KSP LN FT Curb and Gutter Per LF ► i 40,.00 1030B 2-02.5 40 Remove Cement Concrete $ 4rr20 $ t-Rt),OO * KSP LN FT Extruded Curb Per LF 1045B 8-21.5 1 Removal of Traffic Signs $ 390X0 $ KSP LUMP SUM Per LS 34o.co 1050E 2-02.5 250 Saw Cut Existing Asphalt $ .75 $ * KSP LN FT Concrete Pavement Per LF 1)04R .Sb 1055E 2-02.5 20 Saw Cut Existing Cement $ of 100 $ �c KSP LN FT Concrete Sidewalk/Pavement Per LF LSO-00 * 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. CPM Development Meet Me on Meeker/Almaroof 22 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 28 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I B - STREET (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1060B 2-03.5 360 Roadway Excavation Incl. $ (0 5-CO $ * WSDOT CU YDS Haul Per CY P3/1400 G0 1065B 2-03.5 40 Unsuitable Foundation $ 50,00 $ �c WSDOT CU YDS Excavation Incl. Haul Per CY 1075E 4-03.5 70 Gravel Borrow, Including $ A t,00 $ �c KSP TONS Haul and Compaction Per TON 1147 0,00 ($2.50 Min) 1080E 4-04.5 30 Crushed Surfacing Top $ CAS,00 $ * KSP TONS Course, 5/8 Inch Minus Per TON �►q�v0,� ($6.00 Min) 1085E 4-04.5 230 Crushed Surfacing Base $ '35.00 $ S�O5'D"C0 �C KSP TONS Course, 1-1/4 Inch Minus Per TON -___— — ($6.00 Min) 1100E 5-04.5 50 HMA Cl. 1/2" PG 58V-22 $ It 10,00 $ * KSP TONS Per TON 5�'SW,00 1142B 8-14.5 50 Cement Concrete Rat Slab, $ g3,56 $ �c KSP SQ YDS (4-Inch Thick) Per SY 41(o-75-(O 1144E 8-14.5 20 Detectable Warning Surface $ $$,00 $ * KSP SQ FT Per SF 60'co 1146B 8-14.5 60 Linear Stamped Cement $ ago-co $ KSP SQ YDS Concrete Sidewalk/ Median Per SY ►�jf o?00,00 Island 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. CPM Development Meet Me on Meeker/Almaroof 23Corp®��f�®n Page 29 ® January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 B y ICON R Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I B - STREET (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1147E 8-14.5 45 Cement Concrete Sidewalk, $ K9-So $ * KSP SQ YDS (4-Inch Thick), 1' x 1' Saw Per SY 7;Q•50 Cut Scoring 1148E 8-14.5 180 Cement Concrete Sidewalk, $ C(p.Q7 $ * KSP SQ YDS (4-Inch Thick), 2' x 2' Saw Per SY 17 89046 Cut Scoring 1150E 8-14.5 200 Cement Concrete Sidewalk, $ 59,Gb $ * KSP SQ YDS (4-Inch Thick), 4' O.C. Saw Per SY Cut Scoring 1151B 8-14.5 360 Colored Cement Concrete $ V7 SO $ * KSP LN FT Band, 12 Inch Wide Per LF 300,00 1205E 8-04.5 170 Cement Concrete Curb and $ 42,00 $ * KSP LN FT Gutter Per LF V40,00 1212E 8-04.5 200 Cement Concrete Traffic Curb $ g0,50 $ * KSP LN FT Per LF Si 100,co 1218E 8-05.5 180 Linear Accent Pavers $ 40,50 $ �c KSP LN FT Per LF lolsg0-co 1220E 8-04.5 200 Painting Cement Concrete $ 5.50 $ KSP LN FT Curb Per LF `�100.CO Remove Existing Catch Basin 12278 7-05.5 1 Frame and Grate and Install $��'� $ KSP EACH New Rectangular Frame and Per EA 7Qp,00 Solid Cover 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. CPM Development Meet Me on Meeker/Almaroof 24 - Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 30 DDA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I B - STREET (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1235E 8-35.5 1 Adjust Existing Gas Valve $ LI(aaw $ * KSP EACH Case and Cover to Finished Per EA II 60,QO Grade 1250E 8-19.5 3 Meeker Street Bench $ 31$00,UD$ * KSP EACH Type l(Backed) Per EA t11400.0 1270B 8-19.5 4 Meeker Street Pole Banner $SM00 $ �t KSP EACH Arm Per EA o�,=i60 1275E 8-19.5 40 Graffiti Proof Protection for $ L LY40 $ * KSP SQ FT Utility Boxes Per SF 1114S(0105 1325B 8-33.5 1 Remove Existing Landscape $ t, lbor00$ �c KSP EACH Tree (4" to 20") Per EA l(Xj�Ljp 1330B 8-33.5 2 Remove Existing Landscape $ 925,00 $ * KSP EACH Tree (greater than 20") Per EA 1Co50'G� 1335B 8-33.5 2 Remove Tree Stump $ too-L10 $ * KSP EACH Per EA 11(000•0D 1340B 2-02.5 1 Remove Existing Irrigation $ 6w.C+D $ KSP LUMP SUM System Per LS 60040 1342E 8-28.5 3 Pothole Utilities $ 335.00 $ * KSP EACH Per EA 1100sc4 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. CPM Development Meet Me on Meeker/Almaroof 25 Corporation January 6,2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials Page 31 �V� Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I B - STREET (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1355E 1-04.4(1) 1 Minor Changes $5,000* $5,000 WSDOT CALC Per CALC *Common price to all bidders Schedule I B Total $ CPM DeveleprneM Meet Me on Meeker/Almaroof 26 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials Page 32 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE IV B - STORM SEWER (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4015B 7-04.5 60 Storm Sewer Pipe, $ "-W $ * KSP LN FT 12 Inch Diameter Per LF 0?1&Lfb,to 4090E 7-05.5 1 Concrete Inlet $ 550.00 $ * KSP EACH Per EA �0•w 4100E 7-05.5 1 Thru-Curb Inlet $ "M0,00 $ * KSP EACH Frame and Grate Per EA .5so'co 4135B 2-02.5 10 Remove Existing Storm Sewer $ L7iCi7 $ ('zO,l�O * KSP LN FT Pipe or Culvert Per LF 4150E 2-09.5 300 Shoring or Extra Excavation $ 1 .0(0 $ * WSDOT SQ FT Class B Per SF 3�8i OIO 4170E 7-08.5 40 Pipe Zone Bedding $ 1s,00 $ �C KSP TONS Per TON "7a0,00 4180E 7-08.5 50 Bank Run Gravel for Trench $ 15►00 $ �c KSP TONS Backfill Per TON w150�00 ($2.50 Min) * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL- NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule IV B Total $ 5�7 dg' W CPM Development Meet Me on Meeker/Almaroof 27 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials Page 33 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE V B - TRAFFIC CONTROL (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005E 1-10.5 260 Traffic Control Labor $ 103.00 $ �c KSP HOURS Per HR 46138010D 5010E 1-10.5 150 Construction Signs Class A $ V5►00 $ * WSDOT SQ FT Per SF S?Iasoeco 5015E 1-10.5 130 Traffic Control Supervisor $ 85-00 $ * KSP HOURS PerHR r00 5020E 1-10.5 1 Temporary Traffic Control KSP LUMP SUM Devices Per LS 600,60 5040E 8-21.5 2 Permanent Signing Including $ q%j,00 $ * KSP EACH Post and Foundation Per EA 0+CO 5042B 8-21.5 1 Traffic Sign $ a3t.00 $ * KSP EACH Per EA 5045E 8-21.5 1 Relocate Existing Sign $ 550-Q7 $ KSP EACH Per EA � `� 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 V B Total $ 3y,131.bC� SPIaOWN N00I V8® Meet Me on Meeker/Almaroof 28 uomejOdi0o January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 1u9wd®1aAa® Ndo Page 34 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VI B - ELECTRICAL (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6012E 8-20.5 2 Receptacle Outlet $Z5,00 $ * KSP EACH Per EA 550.CO 6013E 8-20.5 9 Junction Box, Type 1 $ 6&0'07 $ * KSP EACH Per EA 51q jC>.ec) 6014E 8-20.5 4 Junction Box, Type 2 $ 890,00 $ * KSP EACH Per EA OP6100 6015E 8-20.5 3 Remove Existing Junction Box $ V,0S 0 $ * KSP EACH Per EA 445.00 6020E 8-20.5 500 Conduit Pipe 2 Inch Diameter $ 19,2S $ * KSP LN FT Schedule 80 PVC Per LF 41 t2.5.00 6040E 8-20.5 3 Meeker Street Standard, Dual $ Jrj 4W,�$ * KSP EACH Pedestrian Luminaire and Pole Per EA WP1200,00 6050E 8-20.5 2 Meeker Street Standard, $t5 400 CD$ * KSP EACH Street Luminaire and Pole Per U 30jSC0,00 6070E 8-26:5 4 Meeker Street Accent Bollard $ Lf CD$ KSP EACH Lighting Per EA 01(O -co 6100E 8-20.5 40 Sand for Conduit Bedding $ LP+•00 $ * KSP TONS Per TON 00 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. CPM Development Meet Me on Meeker/Almaroof 29 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Corporation Page 35 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VI B - ELECTRICAL (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Schedule VI B Total $ CPM Development Corporation Meet Me on Meeker/Almaroof 30 DBA ICON Materials January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 36 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VII B - TEMPORARY EROSION AND SEDIMENTATION CONTROL (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7015E 8-01.5 3 Inlet Protection $ 60,00 $ * KSP EACH Per EA J90,00 7030E 8-01.5 40 ESC Lead $ -754100 $ * KSP HOURS Per HR 300,00 7040E 1-07.15(1) 1 SPCC Plan $ VW.00$ WSDOT LUMP SUM Per LS t,006.Oa 7055E 8-01.5 1 Erosion/Water Pollution $2,000* $2,000 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 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 VII B Total $ Cp/ 1 g0. 00 CPM Development Meet Me on Meeker/Almaroof 31 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DIVA ICON Materials Page 37 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VIII B - ROADSIDE RESTORATION (REIMBURSABLE) - MEET ME ON MEEKER SIDEWALK ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8001B 8-03.5 1 Irrigation System, Complete, $titai$57'90$ KSP LUMP SUM Schedule B Per LS t(/'975So Schedule VIII B Total $ WIS57' CPM Development Meet Me on Meeker/Almaroof 32 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 38 DDA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I C- STREET - RIVERBEND DRIVING RANGE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000C 1-09.7 1 Mobilization $ 3�,�$ ~'�`' WSDOT LUMP SUM Per LS 1 95 W54 1005C 2-01.5 1 Clearing and Grubbing $ tb�050�00$ WSDOT LUMP SUM Per LS ��i OSO•Cab 1010C 2-02.5 300 Remove Existing Asphalt $ i1-60 $ �c KSP SQ YDS Concrete Pavement Per SY 3i30b�AD 1025C 2-02.5 154 Remove Cement Concrete $ &.00 $ * KSP LN FT Curb and Gutter Per LF 1030C 2-02.5 218 Remove Cement Concrete $ t}'50 $ c KSP LN FT Extruded Curb Per LF 1033C 8-04.5 19 Salvage Wheel Stops and Re- $ dq'00 $ KSP EACH install at New Location Per EA L456,00 1045C 8-21.5 1 Removal of Traffic Signs $ 340-OD $ KSP LUMP SUM Per LS -jL}p,co 1050C 2-02.5 160 Saw Cut Existing Asphalt $ L} 35 $ * KSP LN FT Concrete Pavement Per LF ���O`d0 1060C 2-03.5 680 Roadway Excavation Incl. $ (05.00 $ * WSDOT CU YDS Haul Per CY "1o2 00:oo 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. f CPM Development Meet Me on Meeker/Almaroof 33 ;. Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 39 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I C- STREET - RIVERBEND DRIVING RANGE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1080C 4-04.5 14 Crushed Surfacing Top $ (0 5,00 $ �c KSP TONS Course, 5/8 Inch Minus Per TON C1 tC),00 ($6.00 Min) 1085C 4-04.5 700 Crushed Surfacing Base $ 2.>5,00 $ * KSP TONS Course, 1-1/4 Inch Minus Per TON R415 IC0 Min) 1100C 5-04.5 335 HMA Cl. 1/2" PG 58V-22 $ II(o'co $ * KSP TONS Per TON 3r,!B(d0,00 1105C 5-04.5 21,500 Asphalt Sealcoating $ (���LJ $ KSP SQ FT Per SF 419Lf5.00 1144C 8-14.5 24 Detectable Warning Surface $ 158100 $ * KSP SQ FT Per SF a' L a,0 1145C 8-14.5 134 Cement Concrete Sidewalk, $ $0100 $ * KSP SQ YDS (4-Inch Thick) Per SY to,7o20-co 1170C 8-14.5 1 Cement Concrete Sidewalk $313m,co $ KSP EACH Ramp Type Parallel A Per EA -313X-00 1175C 8-14.5 1 Cement Concrete Sidewalk $3300,00 $ KSP EACH Ramp Type Parallel B Per EA 3j3G5o.o0 1205C 8-04.5 54 Cement Concrete Curb and $ 4240 $ �C KSP LN FT Gutter Per LF a,a�s6o 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. CPM Development Meet Me on Meeker/Almaroof 34 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Corporation Page 40 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I C- STREET - RIVERBEND DRIVING RANGE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1206C 8-04.5 216 Monolithic Cement Concrete $ 60650 $ KSP LN FT Curb Per LF t.31b1161R' 0 1210C 8-04.5 734 Cement Concrete Extruded $ 14►50 $ * KSP LN FT Curb Per LF I(),(0q-3.00 1211C 8-04.5 24 Pedestrian Curb $$5.50 $ * KSP LN FT Per LF 1212C 8-04.5 22 Pre-Cast Wheel Stop $ %A3-00 $ KSP EACH Per EA C(moo 1225C 7-05.5 2 Adjust Existing Manhole $ Liq$,Q7 $ * KSP EACH Frame and Cover to Finished Per EA Cl to Grade 1237C 7-15.5 1 Adjust Existing Water Meter $ �{(„p,(ap $ KSP EACH Box to Finished Grade Per to t4(p0,(0 1238C 7-15.5 2 Meter Box for 1-1/2 to 2 Inch $ '700,00 $ KSP EACH Diameter Service Per EA 1280C 8-12.5 557 Install New Chain Link Fence; $ aS.SO $ KSP LN FT Type 3 Per LF `4!�*O 65D 1310C 8-34.5 1 Dumpster Enclosure and Gate $ 1%25U�$ KSP LUMP SUM Per LS I%7_50* 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. Meet Me on Meeker/Almaroof 35 CPM DevelopmentC®rp®ratlOn January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 4/ DIVA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE I C- STREET - RIVERBEND DRIVING RANGE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1330C 8-33.5 3 Remove Existing Landscape $,925.00 $ �c KSP EACH Tree (greater than 20") Per EA o?�475,60 1335C 8-33.5 3 Remove Tree Stump $ 800%00 $ �C KSP EACH Per EA 911+00,00 1348C 1-05.5(2)A 1 Survey $ 1o),po ,00$ co KSP LUMP SUM Per LS ���Of . 1350C 5-04.5 1 Asphalt Cost Price Adjustment $5,000* $5,000 KSP CALC Per CALC *Common price to all bidders 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 I C Total $ C27q/59G`50 CPM Development Meet Me on Meeker/Almaroof 36 Corporation January 6,2020 Page 42 Project Numbers: 19-3017, 19-3024, PK20-02 DOA ICON Materials ww Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxa.com-Always Verify Scale SCHEDULE IV C - STORM SEWER - RIVERBEND DRIVING RANGE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4004C 7-04.5 48 Storm Sewer Pipe, $ �34-SV $ KSP LN FT 4 Inch Diameter Per LF 11(0%-00 4005C 7-04.5 55 Storm Sewer Pipe, $_�4-SD $ KSP LN FT 6 Inch Diameter Per LF 11891 -50 4010C 7-04.5 61 Storm Sewer Pipe, $ 4(0-so $ * KSP LN FT 8 Inch Diameter Per LF �,�2(o,SO 4080C 7-05.5 2 Catch Basin, Type 1 $ W $ * KSP EACH Per t,120100 4084C 7-05.5 1 Catch Basin, Type 50 $ 1,,W0,01D $ KSP EACH Per EA 4115C 7-05.5 2 Bolt Down Catch Basin $V!W.'92. $ �c KSP EACH Frame and Grate Per EA / 4170C 7-08.5 9 Pipe Zone Bedding $ 1$,CO $ �c KSP TONS Per TON 1(0,OD 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 C Total $ 0112 CPM Development Meet Me on Meeker/Almaroof 37 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Corporation Page 43 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE V C - TRAFFIC CONTROL - RIVERBEND DRIVING RANGE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005C 1-10.5 160 Traffic Control Labor $ &?.60 $ �Ic KSP HOURS Per HR 101 0 SO Do 5010C 1-10.5 20 Construction Signs Class A $ 157,00 $ * WSDOT SQ FT Per SF 300'w 5015C 1-10.5 80 Traffic Control Supervisor $ 55,00 $ �Ic KSP HOURS Per HR !01$00.00 5020C 1-10.5 1 Temporary Traffic Control $ 700,M $ KSP LUMP SUM Devices Per LS Z�• 5027C 8-31.5 1 Bollard $ 700•C.b $ KSP EACH Per EA `Z 00.60 5040C 8-21.5 7 Permanent Signing Including $ g35.00 $ SIC KSP EACH Post and Foundation Per EA �pls .0d 51000 8-22.5 1 Parking Lot Pavement $ ( 160100$ KSP LUMP SUM Markings Per�LS �pf 1('00.co 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 V C Total $ 31) a85,w Meet Me on Meeker/Almaroof 38 CPM Development January 6, 2020 Project Numbers. 19-3017, 19-3024, PK20-02 Corporation Page 44 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bma.com-Always Verify Scale SCHEDULE VI C - ELECTRICAL- RIVERBEND DRIVING RANGE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6013C 8-20.5 2 Junction Box, Type 1 $ 6690,00 $ * KSP EACH Per EA l�3ZD.00 6052C 8-20.5 2 Remove Parking Luminaire $ 5150 60D $ KSP EACH and Pole Per EA 6053C 8-20.5 9 Replace Parking Luminaire $ 6MOD$ KSP EACH and Pole Per EA 59,400x 6054C 8-20.5 2 Install Street Luminaire and $7)700,0Ds KSP EACH Pole Per EA t5)g0O•Co 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 VI C Total $ �7?i IZZO,CO CPNI Devefopffle(lt Meet Me on Meeker/Almaroof 39 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Corporation Page 45 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VII C - TEMPORARY EROSION AND SEDIMENTATION CONTROL - RIVERBEND DRIVING RANGE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7015C 8-01.5 11 Inlet Protection $(pb.00 $ * KSP EACH Per EA to( 0�00 7020C 8-01.5 132 High Visibility Fence $ oR►►sj $ WSDOT LN FT Per LF g3• 7030C 8-01.5 10 ESC Lead $ ?5,00 $ �}c KSP HOURS Per HR 7040C 1-07.15(1) 1 SPCC Plan $ I1bOD.00 $ WSDOT LUMP SUM Per LS 7050C 8-01.5 30 Street Cleaning $ I(DOW �c WSDOT HOURS Per HR $ �}�g�`00 7055C 8-01.5 1 Erosion/Water Pollution $30,000* $30,000 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 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 VII C Total $ 31J qq3• go CPI V t ®eVeIoprm,i- Meet Me on Meeker/Almaroof 40 January 6, 2020 Corporation Project Numbers: 19-3017, 19-3024, PK20-02 � Po�.ati Page46 DBA ICON Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE VIII C - ROADSIDE RESTORATION - RIVERBEND DRIVING RANGE IMPROVEMENTS ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8000C 8-02.5 1 Landscaping $5S"4;75'2 $ -554,0-75.50 KSP LUMP SUM Per LS 8003C 8-03.5 1 Irrigation System, Complete, $471 SW-OD$ r�11$76,Co KSP LUMP SUM Schedule C Per LS Schedule VIII C Total $ wl,A5d.150 CPM Development Meet Me on Meeker/Almaroof 41 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DB Ah� ICON Materials Page 47 iVa Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale BID SUMMARY SCHEDULE A- MEET ME ON^^MEEKER SIDEWALK Schedule I A u)5i la)a'Cc) Street Schedule IV A 301 loari I ID storm �Sewer Schedule V A oS31 ,/r5q1 Traffic Control Schedule VI A 2Q5, m5.00 h lectrical Schedule VII A IF 3oS,OLI0,00 Temporary Erosion&Sedimentation Control Schedule VIII A t 13_0 yiq. Sa Roadside Restoration SCHEDULE A TOTAL Schedule A Total SCHEDULE B- MEET ME ON MEEKER SIDEWALK Schedule 18 aid, 50i,o0 Street Schedule IV B Sx7o�S.C�D Storm Sewer Schedule V B 34 1 V3 I .0U Traffic Control Schedule VI B taotQ(',00 Electrical Schedule VII B 6 g0 . 00 Temporary Erosion&Sedimentation Control Schedule VIII B �t!/I (7� l •� Roadside Restoration SCHEDULE B TOTAL (�k1 517-50 Schedule B Total CPM Develop on t Meet Me on Meeker/Almaroof 42 Corporation January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DBA ICON Materials Page 48 Bid Summary Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SCHEDULE C - RIVERBEND DRIVING RANGE IMPROVEMENTS Schedule I C a7gI�;�G',v street Schedule IV C a12;31• (Vt� Storm Sewer Schedule V C 31)V?$5,rx) Traffic Control Schedule VI C 56'1 -7 Aq 0, on Electrical Schedule VII C 3�t 4013 .SD Temporary Erosion&Sedimentation Control Schedule VIII C �d� aso. 50 7 �R-o+adside Restoratioon..r SCHEDULE C SUB TOTAL ?1,C)(-I1 -t-I }� Schedule C sub Total 10% SALES TAX 15170G.,-Zt- 10 sales Tax SCHEDULE C TOTAL Sehed e C Total TOTAL BID AMOUNT 1 / ` i;o5 lx�-�a Schedule A+ B+C Total CPM Development Meet Me on Meeker/Almaroof Corporation Project Numbers. 19a 017, 19-3024, PK20-02 43 DBA ICON Materials January 6, 2020 Page 49 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CITY OF KENT SUBCONTRACTOR LIST CPM Development (Contracts over $100,000) Corporation DDQ ICON Materials List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Meet Me on Meeker Sidewalk/Riverbend Drivina Ranae Improvements Project Numbers: 19-3017, 09-3024, & PK20-02 Subcontractor Name _I A G Item Numbers (oil �,661Z A (pj)IqA 061SA�W 20A,W54, b0�4b6 (0ir �Z , 4{Db6,rjQ�DC, (oDt3G 60$�r Subcontractor Name r Item Numbers l�18R 1lu2 6r 1144 of II11/ , 11'178, {1ify R, {l$ B, { s( , l a5B 1iw2 11q594C 1176C &==Op Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE Meet Me on Meeker/Almaroof 44 Mark EiChelberger January 6, 2020 Project Numbers. 19-3017, 19-3024, PK20-02 Page 50 City of Kent Subcontractor List(Contracts Over$100,000) Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: CPM Development Corporation DBA ICON Materials Project Name: Meet Me on Meeker Sidewalk/Riverbend Drivina Range Improvements Project Numbers: 19-3017, 19-3024, & PK20-02 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: N/A Plumbing Subcontractor Name: 1`1 1P, Electrical Subcontractor Name: G CJ' Inc January 23, 2020 Signat a of Bidder Date Meet Me on Meeker/Almaroof 45 January 6,2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 51 Subcontractor List(Contracts Over 1 Million Dollars) Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.3S0) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Meet Me on Meeker/Almaroof 46 CPM Development ]anuary 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Corporation Page 52 Contractor's Qualification Statement 1� pr Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see www.bxxwaa.a.ccom-Alwaays Ven a�e�� 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: CPM e p ent Corporati BA ICON Materials NAME: Mark Eichelberger ADDRESS: 1508 V lentine Ave SE Pacific, WA 98047-2103 PRINCIPAL OFFICE: SAME AS ABOVE ADDRESS: PHONE: 206 575-3200 FAX: 206 575-3207 STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy.of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under Meet Me on Meeker/Almaroof 47 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 53 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. 1.6 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.12 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? 60 Years 2.2 How many years has your organization been in business under its present business name? 20 Years 2.2.1 Under what other or former names has your organization operated? SEE ATTACHED 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 7/26/1984 2.3.2 State of incorporation:Washington 2.3.3 President's name: Ric Linares 2.3.4 Vice-president's name(s): Rob Meidinger 2.3.5 Secretary's name: Susan Devaney 2.3.6 Treasurer's name: Susan Devaney 2.4 If your organization is a partnership, answer the following: N/A 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: N/A 2.5.1 Date of organization: 2.5.2 Name of owner: Meet Me on Meeker/Almaroof 48 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 54 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/A 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. Washington State Counties, Heavy Construction,Asphalt Paving,Aggregates ICONM'*982CF 3.2 List jurisdictions in which your organization's partnership or trade name is filed. Washington State Trade Name: CPM Development Corporation DBA ICON Materials 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Site Development,Asphalt Concrete Paving&Aggregate 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? NO 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? NO 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? NO 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) NO 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. SEE ATTACHED 4.4.1 State total worth of work in progress and under contract: 15+Million 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 56,750,000 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. SEE ATTACHED 4.7 On a separate sheet, list your major equipment. SEE ATTACHED Meet Me on Meeker/Almaroof 49 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 55 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Scale 5. REFERENCES 5.1 Trade References: SEE ATTACHED 5.2 Bank References: SEE ATTACHED 5.3 Surety: 5.3.1 Name of bonding company: Fidelity and Deposit Company of Maryland 5.3.2 Name and address of agent: Marsh USA Risk& Insurance Services, Inc 150 West South Temple, Suite 700 6. FINANCING Slat lake City, Utah 84101 6.1 Financial Statement. ATTACHED 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? Meet Me on Meeker/Almaroof 50 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 56 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 7. SIGNATURE 7.1 Dated at this 23rd day of January , 2020. Name of Organization: CPM DevqkVnnt Corporation DBA i N Materials By: Mark Eichelberger Title. Cons tr ction Manager 7.2 Mark Eichelberger , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to `r. be misleading. �OJNRY •:S scribed and sworn before me this 23rd day of January , 2020. PUilo0 teary Public: Wendy Hayes � 1 .,�,•� ........° \ Ay Commission Expires: 2/1/2021 lllll}I6hi0E\SiRAf Meet Me on Meeker/Almaroof 51 January 6, 2020 Project Numbers. 19-3017, 19-3024, PK20-02 Page 57 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Department of Labor and Industries ICON MATERIALS PO Box 44450 Olympia, WA 98504-4450 Reg: CC ICONM**982CF UBI: 601-006-854 Registered as provided by Law as: Construction Contractor (CCOI) - GENERAL gas ICON MATERIALS Effective Date: 2/6/2002 1508 VALENTINE AVE SE Expiration Date: 2/7/2020 PACIFIC WA 98047 Department of Labor and Industries ICON MATERIALS PO Box 44450 Olympia, WA 98504-4450 Reg: CC ICONM**982CF UBI: 601-006-854 Registered as provided by Law as: Construction Contractor (CCO1) - GENERAL 834 ICON MATERIALS Effective Date: 2/6/2002 1508 VALENTINE AVE SE Expiration Date: 2/7/2022 PACIFIC WA 98047 ..wr ie k s STALE OF WASHINGION Department of Labor & Industries Certificate of Workers' Compensation Coverage January 15, 2020 WA UBI No. 601 006 854 L&I Account ID 700,174-00 Legal Business Name CPM DEVELOPMENT CORP Doing Business As CRH AMERICAS Workers' Comp Premium Status: Self Insured. This business is certified to cover its own workers'comp costs. No premiums due. Estimated Workers Reported N/A (See Description Below) Account Representative Employer Services Help Line, (360) 902-4817 Licensed Contractor? Yes License No. ICONM""982CF License Expiration 02/07/2020 What does "Estimated Workers Reported" mean? Estimated workers reported represents the number of full time position requiring at least 480 hours of work per calendar quarter. A single 480 hour position may be filled by one person, or several part time workers. Industrial Insurance Information Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates, limitations of coverage or waiver of subrogation (See RCW 51 .1 2.050 and 51.1 6.1 90). NNW- Citv of Kent Business License G CPM DEVELOPMENT CORP PO BOX 3366 SPOKANE,WA 99220 Please tear at perforation BUSINESS LICENSE Per RCW 82. local c sales and use tax must t be coded LICENSE MUST BE PAID ANNUALLY BY No.1715 for all qualified JANUARY 1st TO AVOID PENALTY sales within the city of Issuance of License Does Not Imply Licensee's Kent. Compliance with State and Local Laws TfHS LICENSE MUST BE POSTED IN CONSPICUOUS 2020 PLACE.NOT TRANSFERABLE OR ASSIGNABLE NAME AND ADDRESS OF BUSINESS G- BLOC-2131016 `J ICON MATERIALS MAYOR 1508 VALENTINE AVE SE Tax Registration The City of Kent PACIFIC,WA 98047 Endorsement At 220 4TH AVE SO KENT,WASBINGTON 99032 A CRH COMPANY CONTRACTOR'S QUALIFICATION STATEMENT 1. STATUTORY REQUIREMENTS 1.2 601 006 854 State Unified Business Identifier 1.3 618584 01 0 Employment Security Dept number 600 664 231 State Excise Tax Registration number 1.4 ICON Materials (dba of CPM Development Corporation), including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of ICON Materials, 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). 4. EXPERIENCE 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? Claims and pending litigation arising out of 3rd party claims, collections and other matters that would be expected for a company performing $50 million per year in both public and private development arenas. 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years. ICON Materials has exercised non litigation dispute resolution in public contracts such as Dispute Resolution Board in WSDOT Contract #6895. Rob Meidinger General ManagerNP ICON Materials Corporate Office 1508 Valentine Ave SE Pacific.WA 98047 206-575-3200 Phone 206-575-3207 Facsimile ICONM**982CF An Equal Opportunity Employer ICON MATERIALS Page 2 of 3 Bond account no. 8876949 Received by L&i Effective date 02/12/2007 02/06/2007 Expiration date Until Canceled Insurance Liberty Mutual Fire Insurance $2,000,000.00 Policy no. TB2C81004095119 Received by L&I Effective date 09/04/2019 09/01/2019 Expiration date 09/01/2020 Insurance history Sngs N avio savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 15-2-22162-1 SEA dismissed. ...................... Complaint filed by Complaint against bond(s)or savings GLACIER DRILLING&DEWATERING LLC 8876949 Complaint date Complaint amount 09/30/2015 $0.00 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWEE Certifications No active certi ications exist for this business. Apprentice Training Agent Registered training agent.Check their eligible programs and occupations. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Self Insured. 700,174700 This business is certified to cover its own workers'comp costs.No premiums due. Doing business as CRH AMERICAS Estimated workers reported N/A L&I account contact -Email:@Ini.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Exempt from this requirement. Contractor Strikes No strikes'have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for. https://secu re.In i.wa.gov/verify/Detail.aspx?UBI=601006854&LIC=ICONM**... 1/23/2020 O �4M PAVE 2020 -Tp,K ?qRE t4UnCC 46r,-. IF AWA-P�, W1 t-t, 5u g/ng- GvhteAj Rzz�67v& 5�= Employment Security Department 1WASHINGTON STATE Tax Rate Notice ® ESD number: 000-618584-01-0 -- _ 115322 UBI number: 601-006-854 CPM DEVELOPMENT CORPORATION PAYROLL TAX DEPT Mailing date: December 10, 2018 STE 700 If you want us to review your 900 ASHWOOD PKWY tax rate, the law says you must ATLANTA, GA 30338 send us a request in writing by --- January 9, 2019. Your tax rate for 2019 will be 5.72%. Q Your new tax rate is the same as last year. 0 Your tax rate is a regular taxable employer experience rate calculation. W W Unemployment Insurance(UI)tax rate based on experience 5.40% You pay tax on an Ul social cost rate 0.30% employee's wages only up to the U[ Trust fund solvency surcharge 0.00% 2019 taxable Ul limit deduction(This deduction reduces your rate to the maximum rate.) 0.00% $ wage base: Subtotal of unemployment insurance rate 5.70% $49,800 Employment Administrative Fund (EAF) 0.02% Total of the above tax rates 5.72% Your tax rate for 2019 is based on the following benefit charges and taxable wages. Experience Year Benefit Charges* Taxable Wages** 07/01/17 -06/30/l 8 $1,560,930.75 $26,528,971.3 8 07/01/16 -06/30/17 $1,721,746.30 $24,929,941.25 07/01/15 -06/30/16 $1,401,404.62 $23,995,548.53 07/01/14-06/30/15 $1,520,911.14 $24,390,511.58 Experience Transferred IN $5,064.64 Total $6,210,057.45 $99,844,972.74 — 0.062196 Benefit Charges divided by Taxable Wages equals Benefit Ratio Based on your benefit ratio,you were assigned rate class 40. *Benefit charges are your share of unemployment benefits that we paid to your former employees. **Taxable wages are the total amount of your employees' wages on which you paid taxes. Please contact us if we can assist you. To learn more about how your tax rate is determined, please visit esd.wa.gov/tax-rates. For tax rate questions and corrections: For account questions: Employment Security Department Employment Security Department Experience Rating Unit AMC Olympia (Spokane) P.O. Box 9046 PO Box 9046 Olympia, WA 98507-9046 Olympia, WA 98507-9046 360-902-9670 360-902-9202 fax 855-829-9243 800-794-7657 lax ID 1028(12/31/09)EMS 174 Tax rate notice A CRk COMPANY PAST COMPANY NAMES The current business name, CPM Development Corporation DBA ICON Materials has been in use since January 1, 2002. The company was formed April 1998 to purchase the assets and continue the operations of M.A. Segale, Inc. a Washington Corporation since 1960. CPM Development Corporation DBA ICON Materials Current ICON Materials, Inc. June 2000 to Dec 2001 Oldcastle NW, Inc., d/b/a M.A. Segale, Inc. April 1998 to June 2000 M. A. Segale, Inc. Startup 1960 to April 1998 CPM Development Corporation DBA ICON Materials SAMPLE LISTING OF MAJOR PROJECTS,Thru-2020 OWNER/GENERAL AMT/ COMPLETION NAME/LOCATION PROJECT NAME/LOCATION CLASS OF WORK FINAL AMT DATE CONTACT C/N 9489 Intersdtate 5,Sea-Tac NB Weigh Asphalt Paving,Excavation Washington State D.O.T. Station Planing,Concrete, Edward Kane Seattle,WA Preservation Electrical $339,698 EST 6/2020 206 768-5861 Kiewit Infrastructure West Co Ian Enright Federal Way Federal Way Link Extension(FWLE)Design Build Asphalt Paving $6,087,835 EST 2021 757 630-5049 Excavation,Paving,Grading, King County Utilties,Concrete,Electrical Paul Moore Seattle,WA 2019 Countywide Pavement Preservation (Signals) $4,931,536 EST 4/20 206 423-1081 Stellar Group,Inc Tan Casey Jacksonville,FL Sysco Seattle Facility Expansion Grading,Paving,Grinding $1,223,115 EST 6/20 904 574-2906 Absher Construction Co Mike McCann Puyallup,WA Auburn Elementary School#15 Asphalt Paving $449,203 Est 6/20 253 446-3339 Pivetta Brothers Construction Jeremy Fudge Sumner,WA A Street SE Preservation Asphalt Paving $528,600 EST 11/19 206 396-5525 Skanska USA Building Inc Kyle York Seattle,WA Dick Scobee Elementary School BP#02050 Asphalt Paving $419,698 EST 3/20 206 418-9318 Paving,Grading,Utilties, City of Auburn Concrete,Striping,Traffic Jai Carter Auburn,WA 2019 Citywide Patching and Overlay Control $838,078 EST 10/19 253 804-5286 Strider Construction BNSF Orillia automotive Facility& $2,224,116/ Nathan Andersh Bellingham,WA Kent Intermodal Facility Asphalt Paving $2,038,233 7/19 360 380-1234 Kiewit Infrastructure west Co SR99 Demolition,Decommissioning&Surface Jeff Kittle Federal Way,WA Street Project Grinding,Patching Backfill $491,865 EST 11/19 425 301-7970 Washington State DOT Mike Askarian,PE Seattle,WA SR99 Roy Street to N 145th Street $15,205,127 EST 10/19 206 768-5861 Asphalt Paving,Excavation Planing,Concrete, King County Electrical(Signals) $4,803,683/ Dave Nadal Seattle,WA 2018 Vashon Highway Pavement $4,660,249 5/19 206 477-3626 Jansen,Inc $909,040/ Grant Jansen Bellingham,WA 2018 AAC Package#2 Asphalt Paving $836,809 5/19 360 933-4807 Asphalt Paving,Excavation Planing,Concrete, City of Auburn Electrical(Signals) $2,124,739/ Kim Truong,PE Auburn,WA 15th Street NE/NW Preservation $2,525,288 11/18 253 804-5059 Asphalt Paving,Excavation Planing,Concrete, City of Kent Electrical(Signals) $1,754,376/ Drew Holcomb PE Kent,WA 2018 Asphalt Overlays $1,531,008 11/18 253 856-5500 Page 1 PrepuatiPmj List Mai Pmj wC-itacts (Rev.1/14) CPM Development Corporation DBA ICON Materials SAMPLE LISTING OF MAJOR PROJECTS,Thru-2020 OWNER/GENERAL AMT/ COMPLETION NAME/LOCATION PROJECT NAME/LOCATION CLASS OF WORK FINAL AMT DATE CONTACT Asphalt Paving,Excavation Planing,Concrete, City of Tukwila Electrical(Signals) $955,946/ David Sorensen PE Tukwila,WA 2018 Overlay&Repair $896,834 9/18 206 431-3653 Excavation,Paving,Grading, City of Algona Pacific Avenue North(Ellingson Road Utilties,Concrete,Electrical $333,540/ Brian Sourwine Algona,WA to Safeway Entrance) (Signals) $331,395 6/17 206 284-0860 Gary Merlino Construction Co.,Inc $1,964,250/ Rhuel Reedy Seattle,WA 2018 Taxiway Improvements Asphalt Paving $2,127,055 9118 206 255-2628 Graham Contracting,LTD Pacific Highway South HOV Lanes $1,859,665/ Greg Ritke Bellevue,WA Phase V Asphalt Paving $1,969,986 9118 425 691-3591 CA Carey Corporation $675,571/ Steve Murdoch Issaquah,WA 2014 County Safety Selection Asphalt Paving $660,941 5/17 425 392-8016 Excavation,Paving,Grading, City of Auburn Utilties,Concrete,Electrical $827,290/ Jai Carter Auburn,WA Lake Tapps Parkway Preservation (Signals) $865,202 12117 253 804-5286 Excavation,Paving,Grading, WA State DOT SR 410,White River Bridge to SR 164 Utilties,Concrete,Electrical $1,988,350/ Timothy LaPorte Olympiva,WA Paving&ADA Comliance (Signals) $1,976,056 12/17 253 856-5500 Excavation,Paving,Grading, City of Renton 2017 Street Patch&Overlay Utilties,Concrete,Electrical $1,669123/ Jayson Grant Renton,WA w/Curb Ramps (Signals) $1,707,048 12/17 425430-7400 Excavation,Paving,Grading, City of Tukwila Utilties,Concrete,Electrical $659,441/ Robin Tischmak Tukwila,WA 2017 Overlay Program (Signals) $526,510 9/17 206 433-0179 Gary Merino Constr.Co Steve Simmons Seattle,WA 15 NB 260th St to Duwamish River Br Asphalt Paving $8,717,258 6/18 206 255-2619 MidMountain Contractors 15 SB South 320th St to Duwamish $4,686,500/ Dave Stumbaugh Kirkalnd,WA River Bridge Asphalt Paving $3,988,940 9/16 206 348-4356 Excavation,Paving,Grading, King County Procurement Utilties,Concrete,Electrical Mark Hoge Seattle,WA 2016 Countywide Pavement Preservation (Signals) $6,933,884/ 12/17 206 263-9325 Excavation,Paving,Grading, City of Renton Utilties,Concrete,Electrical $1,363,058/ Ken Kettel Renton,WA Duvall Ave NE Pavement Preservation (Signals) $1,267,117 8/16 425 430-7400 Asphalt Paving,Excavation Planing,Concrete, City of Kent Electrical(Signals) $3,489,530/ Jason Bryant Kent,WA 2016 Asphalt Overlays $3,044,387 9/16 253 261-5663 Asphalt Paving,Excavation Planing,Concrete, City of Auburn Electrical(Signals) $1,894,842/ Jai Carter Auburn,WA 2015 Citywide Pavement Patch $2,440,168 8/16 253 804-5286 Asphalt Paving,Excavation Planing,Concrete, City of Kent Electrical(Signals) $1,066,044/ Timothy LaPorte Kent,WA 2015 Asphalt Overlays $1,105,499 11/15 253856-5500 Page 2 PrepuaftPmf List Mai Pmj wcontacts (Rev.1114) CPM Development Corporation DBA ICON Materials SAMPLE LISTING OF MAJOR PROJECTS,Thru-2020 OWNER/GENERAL AMT/ COMPLETION NAME/LOCATION PROJECT NAME/LOCATION CLASS OF WORK FINAL AMT DATE CONTACT Asphalt Paving,Excavation Planing,Concrete, City of Auburn Electrical(Signals) $1,584,113/ Jai Carter Auburn,WA 2014 Citywide Pavement Patch $1,669,853 8/15 253 804-5286 Scarsella-Acme JV $5,418,800/ Dan Rivera Seattle,WA Runway 16C/34C Reconstruction Asphalt Paving $6,006,147 7/16 253 872-7173 Excavation,Paving,Grading, City of Sumner Utilties,Concrete,Electrical Ted Hill Sumner,WA 136th Ave E/Valentine Ave Se Corridor Imp. (Signals) $12,411,555 9/16 253 299-5703 Excavation,Sawcut,Paving, Gregg Takamura Shoring,Utilities,DeWatering $1,919,885/ PE Port of Tacoma OCT/NIM/SIM Strom Water Improvements &Filtration $2,344,757 5/15 253 592-6214 Excavation,Sawcut,Paving, Shoring,Utilities, DeWatering,Percast Water Treatment Vault System $1,949,480/ Tyler Symbol PE Port of Seattle Terminal 46 Stormwater Improvements $2,245,051 8/15 206 787-3177 Excavation,Paving,Grading, City of Pacific, Utilties,Concrete,Electrical James Morgan Pacific,WA Stewart Rd/Thornton Ave Improvements (Signals) $2,941,127 12/15 253 959-1115 Excavation,concrete, City of Kent, Utilities,Paving,Grading, $1,606,003/ Timothy LaPorte Kent,WA 2014 Asphalt Overlays Grinding $1,090,803 4/15 253 856-5500 Highpoint St to SR410 Paving,Grading,Utilties, $2,139,175/ Hien Trinh Washingtoin State DOT Watson St Concrete,Electrical(Signals) $1,956,070 3/15 206 768-5600 Excavation,Concrete, City of Federal Way 2014 Overlay Project Utilities,Paving,Grading, $1,508,128/ Jeff Huynh Federal Way,WA Various Locations Grinding $1,396,569 3/15 253 835-2721 City of Sumner Excavation,Utilities,Paving, $1,043,166/ Matt Kastberg Sumner,WA Puyallup Street Outfall Retrofit Grading $1,112,151 1/15 253 604-6600 Targa Sound Terminal Targa Tank Farm Phase 2 $2,709,140/ Mike Lonsford Port of Tacoma Port of Tacoma Site Development,Utilities $3,177,779 2/15 253 627-8155 Page 3 PrequarlProj List Mai Proj wContad (Rev.1/14) » G G b y t 2 ¥ # % M W » m 2 f E [ f 7 b E c cu ƒ m c ® ƒ LLJ � � \ m m m ( > / ® § \ \ O \ m m m / / / } - \ CL " % 2 2 @ § _ ® o 0 0 = \ _ ƒ k k 5 » ) / / / _ _ _ / 7 / \ m u = _ / u 0 @ § / % 0 ` U 2 2 2 _ > CL _ C > / « j k o 0 / k ¥ 4 < a < < ? < < < < < \ \ \ 7 k (U � 2 s S _ 2 k » � � e » z m e � m = e j � � # e m � m m - � e ® � % \ m { @ to ƒ _ » # _ = t k m \m \f 7 ƒ \ 2 = _ _ g u s = ® = m m $ G { � G 111 / -- � { } } \ \ k / \ \ D � \ 6 \ o o £ / e 2 7 _ = 2 { 2 < ' 2 2 \ 5 : / § & § u@ _ ( e t m n z = _ - z u 3 . } k CL° \ 2 \ > > \ } / / f / ( � E { \ 0 y \ / $ . . § / § z = = 2 s + ° » » } _ § \ / \ / cu ) \ 2 / / 0 0 ) \ m \ / \ \ ƒ / ƒ ƒ \ ' \ 4 7 � k E / u \ 2 / .- \ » = 2 ° 0 .E u 2 � m = _ ® ) e@ u = m > e ¥ y M > _ \ J E e 2 / % \ 2 / / / ƒ u 2 g > 2 CPM Development Corporation DBA ICON Materials Major Equipment Detailed List Qty Description Model Model Yr Age Condition 10 3 Axle Pup Trailer Peerless 1991 25 Good Own 4 3 Axle Pup Trailer Transfer Reliance 2007 9 Good Own 4 3 Axle Pup Trailer Transfer Reliance 2006 10 Good Own 2 3 Axle Pup Trailer Transfer Reliance 2005 11 Good Own 2 3 Axle Pup Trailer Transfer Sturdyweld 2012 4 Excellent Own 3 4 Axle Pup Trailer Sturdyweld 2006 10 Good Own 1 Booster w/Pintle Hitch Superior 2010 6 Excellent Own 1 Detachable Lowboy Trailer Superior 2010 6 Excellent Own 2 Side Dumps Trail King 2007 9 Good Own 1 Grove Hyd Crane 40 Ton RT740 1980 36 Good Own 1 Pettibone Hyd Crane 35 Ton RT35 1976 40 Good Own 1 Tymco Sweeper 600BAH 2O07 9 Good Own 1 John Deere Dozer JD65OLGP 2005 13 Good Own 1 JD Backhoe Landscraper 21OLE 1998 18 Good Own 2 CAT Off-Hwy Dump Trucks 773E 1993 23 Good Own 1 CAT Off-Hwy Dump Trucks 773E 1990 26 Good Own 1 CAT Off-Hwy Dump Trucks 773E 1981 35 Good Own 1 CAT Off-Hwy Dump Trucks 773E 2003 13 Good Own 1 CAT Grader 140H 2O04 14 Very Good Own 1 Rahco Grader 140H 2O04 14 Very Good Own 1 Hitachi Mini Excavator 50ZTS 2005 13 Very Good Own 1 Cat Backhoe 420 2013 5 Excellent Own 70 Maint.&Operation Vehicles Various 2016 2 Excellent Own 1 Freightliner Dump Truck FLD/TM 2005 11 Good Own 5 Freightliner Dump Truck FLD/TM 2006 10 Good Own 4 Freightliner Dump Truck FLD/TM 2007 9 Good Own 1 Kenworth Dump Truck T8008 1997 19 Good Own 1 Mack Dump Trucks RD688S 1998 18 Good Own 2 Western Star Dump Trucks 49F/TM 2012 4 Excellent Own 2 Western Star Tractors 49S/DS 2007 9 Good Own 2 Western Star Lowboy Tractors 4900SA 2010 6 Excellent Own 2 International Distributors Bearcat 1995 21 Good Own 1 Road Widener Midland 2006 12 Very Good Own 1 RoadTec Shuttlebuggy SB2500D 2006 12 Good Own 1 Weiler Transfer Machine E2850 2017 1 Excellent Lease 1 CAT Paver AP1055B 2003 15 Good Own 1 CAT Paver AP1055E 2012 6 Excellent Own 1 CAT Paver AP1055D 2008 10 Excellent Own 1 CAT Paver AP555E 2010 8 Excellent Own 1 CAT Paver AP555E 2016 2 Excellent Own 1 Volvo Paver PF6110 2009 8 Very Good Own 2 CAT Grade Rollers CS563C 1995 23 Good Own 1 Hypac Pneumatic Roller C560B 1 2001 17 Good Own Page 1 Major Items Equipment Detailed List 10-2019 _ 1 1 Writgen Milling Machine W1200FT 2001 17 Very Good Own 5 Truck Scales&(2 Portables) 30 to 150 Ton Excellent Own 1 Auburn Asphalt Plant Gencor Very Good Own 1 Seattle Asphalt Plant StanSteel/Gencor Very Good Own 1 Complete Crushing Plant Metso/JCl Excellent Own 1 Cat Excavator 320LLR 2010 8 Very Good Own 1 Cat Excavator 345D 2011 7 Very Good Own 1 Cat Excavator 336D 2011 7 Very Good Own 1 Cat Mini Excavator 305E 2013 5 Excellent Own _ 1 CAT AC Roller CB224B 2007 11 Good Own 2 CAT AC Rollers CB24B 2016 2 Excellent Lease 1 CAT AC Roller CB24B 2017 1 Excellent Lease 1 CAT AC Roller CB34B 2016 2 Excellent Lease 2 CAT AC Rollers(15 Ton) CB54B 2016 2 Excellent Lease 1 CAT AC Roller(15 Ton) CB54XW 2013 5 Very Good Own 1 CAT AC Roller(15 Ton) CB434D 2012 6 Very Good Own 1 CAT Mini Excavator 305E 2013 3 Excellent Own 2 3 Axle Tilt Trailers Dump Trk 1999 17 Good Own 1 2 Axle Lowboy Trlr Trail King 1999 17 Good Own 1 3 Axle Lowboy Trlr TrailKing 1 1999 1 17 1 Good Own Page 2 Major Items Equipment Detailed List 10-2019 mo A CRH COMPANY CREDIT INFORMATION Name: CPM Development Corporation DBA ICON Materials Legal Entity: CPM Development Corporation Subsidiary of: A CRH Company Business Started: Oldcastle Materials,Inc.established 1978 Federal I.D.No.: 91-1272258 Duns No. 02-733-6650 Legal Entity UBI No. 601 006 854 Managers: Rob Meidinger, General Manager/VP CPM Development Corporation DBA ICON Materials Credit References: N.C.Machinery,PO Box 88786, Seattle,WA 98138 Contact: Credit Department,(Phone)425-251-5861 (Fax)425-251-6287 US Oil&Refining Company,PO Box 2255,Tacoma,WA 98401 Contact: Credit Department,(Phone)253-383-1651,(Fax)253-383-9970 Bank References: For ICON Materials For CRH Company Bank of America Bank of America Lois D.Marshall Larry Schaad,Vice President Atlanta Plaza.Bldg 600 Peachtree St NE 1230 Peachtree, Suite 3800 Atlanta,GA 30308-2265 Atlanta,GA 30309 (404)607-5913 (404)249-6915 Terms: Monthly statements are requested. Further credit information may be obtained by writing the Company,attention Jeff Caviness,Accounting Manager, to the address below. CPM Development Corporation dba ICON Materials Corporate Office 1508 Valentine Ave SE Pacific,WA 98047-2103 206-575-3200 Phone 206-575-3207 Facsimile ICONM**982CF An Equal Opportunity Employer PARENT FIRM ALLOCATION OF NET WORTH AND GUARANTEE OF PERFORMANCE I CRH Americas, Inc. represents'that it is the parent firm CPM Development Corporation dltNa ICON Materials and d/b/a Inland Asphalt Company of a subsidiary corporation. 2. CRH Americas, Inc. is executing this guarantee for the purpose of obtaining the prequalification of °P""° b""B`�°""AsDh It C:ICON Materials and d b a Inland Asphalt Compam GPM Oevelopmenl Corporation N ICON Materials and drbla Inland Asphalt to submit bid proposals for the to allow Co Company construction or improvement of State of Washington highways. 3. In consideration for the prequalification of Co GPM Development Corporation dl ICON Materials and NRa Inland Asphalt Comoanv by the Washington State Department of Transportation,_ CRH Americas, Inc. _ does hereby irrevocably guarantee complete performance of any and all contracts hereafter awarded by the State of Washington to CPM Devebpmen[Co_.rpore�altd/IVACo pan Materiels and dlWe inland during the period July 1,2019 to June 30,2020 Asphalt 4. In the event that CPM Development Corporation drbls ICON Materials and dlWa Inland Asphalt Company is prequalified by the Washington State Department of Transportation,the parent firm CRH Americas, Inc. allocates$ 35,000,000 of its net worth to GPM Development Corporation d1Wa ICON Materials and dlWa Inland Asphalt Company 5. CRH Americas, Inc. further agrees to submit its financial statement with and as a part of the prequalification statement of CPM Development Corporation d/b/a ICON Materials and d/b/a Inland Asphalt Company -1- Parent Firm Allocation of Net Worth and Guarantee of Performance 6. The individuals executing this guarantee are authorized to execute for and on behalf of their respective corporations. CORPORATION By: Title: President CORPORATION By: Title: Assistant Secretary STATE OF Georgia i ss County of Cobb On this day personally appeared before me Michael O'Driscoll & David Toolan to me known to be the individual(s)described in and who executed the within and foregoing instrument, and acknowledged that Michael O'Driscoll & David Toolan signed same as their free and voluntary act(s)and deed(s),for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 14th day of June 2019 Cobb County,Georgia _ <� Notary Public Georgia CB Williams otary Public in and for the State of __g commission Expires 4126/2023 residing at Cobb -2- Ernst&Young Tel:+353 1 475 0555 �e EY Chartered Accountants Fax:+353 1 475 0599 �f71 O I7 k46P (� 1 r FTt 4 Harcourt Centre ey.com IL,t !�. �j"T1L. V/V 1�fr Building a better Harcourt Street working world Dublin 2 D02 YA40 Ireland Kari Slusser Prequalification Analyst Contract Ad & Award Washington State Department of Transportation 310 Maple Park Avenue SE PO Box 47360 Olympia, WA 98504-7360 CRH plc - CRH Americas, Inc. and US Subsidiaries Year ended December 31, 2018 Dear Sir/Madam, We act as independent auditor to CRH plc("the Company"), a company incorporated in the Republic of Ireland. We confirm that the attached Consolidated Income Statement, Consolidated Statement of Comprehensive Income, Consolidated Balance Sheet and Consolidated Statement of Cash Flows have been correctly extracted from CRH plc's full consolidated financial statements as of and for the year ended December 31, 2018 prepared in conformity with International Financial Reporting Standards as adopted by the European Union on which we expressed an unqualified audit opinion in accordance with International Standards on Auditing(Ireland)CISAs(Ireland)') on February 27, 2019. The Consolidated Income Statement, Consolidated Statement of Comprehensive Income, Consolidated Balance Sheet, Consolidated Statement of Cash Flows and consolidated financial statements of CRH plc are solely the responsibility of the directors of CRH Pic. CRH Americas, Inc. and US Subsidiaries holds investments in subsidiaries in the United States and in foreign countries. The financial information included in this letter includes the consolidated results and financial position of CRH Americas, Inc. and its subsidiaries in the United States only. The separate financial information included in respect of CRH Americas, Inc. and US Subsidiaries has been presented for the purposes of additional analysis and is also the responsibility of the directors of CRH plc. It has been extracted from the consolidation returns prepared for CRH Americas, Inc. and US Subsidiaries in conformity with International Financial Reporting Standards as adopted by the European Union for inclusion in CRH pic's consolidated financial statements. Such separate financial information as of and for the year ended December 31, 2018 has been subjected to the auditing procedures applied in the context of our audit of the 2018 consolidated financial statements of CRH plc taken as a whole and is not therefore a separate component of CRH plc's consolidated financial statements. Our audit of the consolidated financial statements of CRH plc is carried out, in accordance with ISAs(Ireland), in compliance with our statutory obligations and is subject to a separate engagement letter. Our audit report is intended for the sole benefit of the shareholders of CRH plc as a body, to whom it is addressed, and is laid before the Company's annual general meeting along with the CRH plc consolidated financial statements. Our audit of the consolidated financial statements of CRH pic is not planned or conducted to address or reflect matters in which anyone other than such shareholders as a body may be interested. We and our employees shall have no liability whether in contract, negligence or otherwise to the Washington State Department of Transportation or any other third parties in relation to our audit of the financial statements of CRH pic. N Barrett,V Bergin.L Charleton,R Clinton,D Daly,G Deegan,F de Freine,D FitzGerald.G Harman,J Higgins FCCA.N Hodgson,L Kealy,M Keane,H Kerr,B Lenihan,T Lillywhite,B Maguire, C McDonagh,c-MacManus,L McCaui,J McCormack FCCA.C McKenna.F McNally,C Murphy,F O'Keelte FCCA,A O'Leary FCCA,P O'Neill,M Purcell,D Ouinn,G Reid,H Sidhu US CPA,A Tiernan, M Treacy,I Verner,R Wallace,V Wall, Building a better working world Our report as set out herein is confidential to the addressee of this letter and is provided solely for the purposes of your assessment of CRH Americas, Inc. and US Subsidiaries' compliance with the terms of your proposal for qualification application. It should not be made available to any other party without our written consent. C Ernst&Young Dublin March 22, 2019 INDEX C R H pic SUMMARY FINANCIAL INFORMATION YEAR ENDED DECEMBER 31, 2018 Page Consolidated Income Statement 1 Consolidated Statement of Comprehensive Income 2 Consolidated Balance Sheet 3 Consolidated Statement of Cash Flows 4 Note to Summary Financial Information 5 CRH Americas, Inc. and US Subsidiaries SUMMARISED FINANCIAL INFORMATION YEAR ENDED DECEMBER 31, 2018 Consolidated Profit and Loss Account 6 Consolidated Balance Sheet 7 Note to Summarised Financial Information 9 CRH Annual Report and Form 20-F I<0'c Consolidated Income Statement for the financial year ended 31 December 2018 2018 2017 2016 €m €m €m Notes 1,2 Revenue 26,790 25,220 24,789 4 Cost of sales (18,152) (16,903) (16,566) Gross profit 8,638 8,317 8,223 4 Operating costs (6,461) (6,222) (6,315) 2,5,7,8 Group operating profit 2.177 2,095 1,908 2,6 (Loss)/profit on disposals (24) 56 53 Profit before finance costs 2153 2,151 1,961 10 Finance costs (339) (301) (325) 10 Finance income 34 12 8 10 Other financial expense (46) (60) (66) 11 Share of equity accounted investments'profit 60 65 42 2 Profit before tax from continuing operations 1,862 1,867 1,620 12 Income tax expense (426) (55) (431) Group profit for the financial year from continuing operations 1,436 1,812 1,189 3 Profit after tax for the financial year from discontinued operations 1,085 107 81 Group profit for the firkmial year 2,521 1,919 1,270 Profit attributable to: Equity holders of the Company From continuing operations 1,432 1.788 1,162 From discontinued operations 1,085 107 81 Non-controlling interests From continuing operations 4 24 27 Group profit for the financial year 2,521 1,919 1,270 14 Wsic earnings per Ordinary Share 302.4c 226.8c 150.2c 14 Diluted earnings per Ordinary Share 300.9c 225.4c 149.1c 14 Basic earnings per Ordinary Share from continuing operations 172.0c 214.0c 140.4c 14 Diuted earnings per Ordinary Share from continuing operations 171.2c 212.7c 139.4c 1 CRH Annual Report and Form 20-F I:75 Consolidated Statement of Comprehensive Income for the financial year ended 31 December 2018 2018 2017 2016 €m €m €m Notes Citsi p ptofrt tat the fit aricial ye%r 2,521 1,919 1,270 Other comprehensive income Items that may be reclassified to profit or loss in subsequent years: Currency translation effects 276 (1,076) (82) 26 (Losses)/gains relating to cash flow hedges (40) 8 14 12 Tax relating to cash flow hedges 5 - - 241 (1,068) (68) Items that will not be reclassified to profit or loss in subsequent years: 29 Remeasurement of retirement benefit obligations 10 114 (61) 12 Tax relating to retirement benefit obligations (1) (33) 3 9 81 (58) Total other comprehensive income for the financial year 250 (987) (126) Total compehensive income for the financial year 2.771 932 1,144 Attributable to: Equity holders of the Company 2,768 969 1,128 Non-controlling interests 3 (37) 16 Total comprehensive income for the financial year 2,771 932 1,144 2 CRH Annual Report and Form 20-F 120! Consolidated Balance Sheet as at 31 December 2018 2018 2017 €m €m Notes ASSETS Non-current assets 15 Property,plant and equipment 15,761 13,094 16 Intangible assets 8.433 7,214 17 Investments accounted for using the equity method 1,163 1,248 17 Other financial assets 23 25 19 Other receivables 181 156 26 Derivative financial instruments 30 30 28 Deferred income tax assets 71 95 Total non-current assets -- 25,662 21,862 Current assets 18 Inventories 3,061 2,715 19 Trade and other receivables 4,074 3,630 Current income tax recoverable 15 165 26 Derivative financial instruments 15 34 24 Cash and cash equivalents 2,346 2,115 Assets held for sale - 1,112 Total current assets 9,511 9,771 Total assets 35,173 31,633 EQUITY Capital and reserves attributable to the Company's equity holders 31 Equity share capital 287 286 31 Preference share capital 1 1 31 Share premium account 6,534 6,417 31 Treasury Shares and own shares (792) (15) Other reserves 296 285 Foreign currency translation reserve (109) (386) Retained income 9,812 7,903 Capital and reserves attributable to the Company's equity holders 16,029 14,491 33 Non-controlling interests 525 486 Total equity 16,554 14,977 LIABILITIES Non-current liabilities 25 Interest-bearing loans and borrowings 8.698 7,660 26 Derivative financial instruments 18 3 28 Deferred income tax liabilities 2,209 1,666 20 Other payables 472 226 29 Retirement benefit obligations 424 377 27 Provisions for liabilities 719 693 Tota'non-current liabilities 12,540 10,625 Current liabilities 20 Trade and other payables 4,609 4,534 Current income tax liabilities 443 458 25 Interest-bearing loans and borrowings 618 316 26 Derivative financial instruments 41 11 27 Provisions for liabilities 368 371 Liabilities associated with assets classified as held for sale - 341 Total current liabilities 6,079 6,031 Total liabJI6t s 18,619 16,656 Total equity and liabilities 35,173 31,633 N.Hartery,A.Manifold,Directors 3 CRH Annual Report and Form 20-F 1 Consolidated Statement of Cash Flows for the financial year ended 31 December 2018 2018 2017 2016 C.m €m €m Notes Cash flows from operating activities Profit before tax from continuing operations 1,862 1,867 1,620 3 Profit before tax from discontinued operations 1,558 146 121 Profit before tax 3,420 2,013 1,741 10 Finance costs(net) 351 349 383 11 Share of equity accounted investments'profit (60) (65) (42) 6 Profit on disposals _ (1,539) (59) (55) Group operating profit 2,172 2,238 2,027 15 Depreciation charge 1,071 1,006 1,009 16 Amortisation of intangible assets 61 66 71 15,16 Impairment charge 56 - 23 9 Share-based payment expense 67 65 46 Other(primarily pension payments) (67) (186) (65) 21 Net movement on working capital and provisions (463) (209) 56 Cash generated from operations 2.897 2,980 3,167 Interest paid(including finance leases) (335) (317) (346) Corporation tax paid (663) (474) (481) Net cash inflow from c4)eratirKj activities 1,899 2,189 2,340 Cash flows from investing activities 6 Proceeds from disposals(net of cash disposed and deferred proceeds) 3,009 222 283 Interest received 34 11 8 17 Dividends received from equity accounted investments 48 31 40 15 Purchase of property,plant and equipment (1,121) (1,044) (853) 32 Acquisition of subsidiaries(net of cash acquired) (3,505) (1,841) (149) 17 Other investments and advances (2) (11) (7) 21 Deferred and contingent acquisition consideration paid (55) (53) (57) PIet cash outflow from investing activities (1,592) (2,685) (735) Cash flows from financing activities 31 Proceeds from issue of shares(net) 11 42 52 Proceeds from exercise of share options 7 - - Transactions involving non-controlling interests - (37) - 22 Increase in interest-bearing loans,borrowings and finance leases 1.434 1,010 600 22 Net cash flow arising from derivative financial instruments 6 169 (5) 10 Premium paid on early debt redemption - (18) - 31 Treasury/own shares purchased (792) (3) (4) 22 Repayment of interest-bearing loans,borrowings and finance leases (246) (343) (2,015) 13 Dividends paid to equity holders of the Company (521) (469) (352) 13 Dividends paid to non-controlling interests (12) (8) (8) Net cash(outftow)/inflow from financing activities (113) 343 (1,732) increasei(decrease)in cash and cash equivalents 194 (153) (127) Reconciliation of opening to closing cash and cash equivalents Cash and cash equivalents at 1 January 2,135 2,449 2,518 Translation adjustment 17 (161) 58 Increase/(decrease)in cash and cash equivalents 194 (153) (127) 24 Cash and cash equivalents at 31 December 2,346 2,135 2,449 4 CRH plc Note to Summary Financial Information December 31, 2018 Note 1 The preceding financial information has been extracted from the consolidated financial statements of CRH plc as of and for the year ended December 31, 2018 prepared in accordance with International Financial Reporting Standards as adopted by the European Union and on which the auditor, Ernst & Young, Dublin, Ireland, expressed an unqualified audit opinion on February 27, 2018. It does not constitute "full group accounts" financial statements as defined in Section 294 of the Companies Act 2014. Copies of the full financial statements of CRH plc as of and for the year ended December 31, 2018 will be sent to shareholders in April 2019 and will in due course be lodged with the Irish Stock Exchange (Euronext Dublin) and filed with the Registrar of Companies in Ireland. The consolidated financial statements of CRH plc as of and for the year ended December 31, 2017 on which Ernst & Young Dublin Ireland issued an unqualified audit opinion have already been filed with the Registrar of Companies in Ireland. 5 CRH Americas, Inc. and US Subsidiaries (Ultimately a Wholly Owned Subsidiary of CRH plc, a Republic of Ireland Corporation) Consolidated Profit and Loss Account Year ended December 31, 2018 (U.S. dollars in thousands) Net sales 14,155,301 Cost of sales (9,383,844) Gross profit 4,771,457 Operating Costs (3,189,195) Operating profit 1,582,262 Profit on disposals 1,875,896 Profit before finance costs 3,458,158 Finance costs, net (401,615) Share of equity accounted investments` profit after tax 30,988 Profit before tax 3,087,531 Income tax (expense)/income (318,240) Profit from continuing operations 2,769,291 Profit after tax from discontinued operations (564,230) Profit for the financial year 2,205,061 Profit attributable to: Equity holders of the Company 2,201,044 Non-controlling interest 4,017 Profit for the financial year 2,205,061 6 CRH Americas, Inc. and US Subsidiaries (Ultimately a Wholly Owned Subsidiary of CRH plc, a Republic of Ireland Corporation) Consolidated Balance Sheet December 31, 2018 (U.S. dollars in thousands, except per share) Assets Non-Current assets: Property, plant and equipment 9,187,614 Intangible assets 5,504,191 Other financial assets 4,960 Investments accounted for using the equity method 103,505 Derivative financial instruments 3,082 Other receivables 93,826 Due from Parent and affiliates 2,391,000 Total non-current assets 17,288,178 Current assets: Inventories 1,701,208 Trade and other receivables 1,982,768 Cash and cash equivalents 108,491 Due from Parent and affiliates 365,195 Total current assets 4,157,662 Total Assets 21,445,840 7 Consolidated Balance Sheet (Continued) December 31, 2018 (U.S. dollars in thousands, except per share) Equity Capital and reserves attributable to the Company's equity holders: Equity share capital 2 Share premium account 47,720 Foreign currency translation reserve 181,559 Other reserves 231,606 Retained income 7,493,619 7,954,506 Non-controlling interest 336,350 Total Equity 8,290,856 Liabilities Non-Current liabilities: Interest-bearing loans and borrowings 4,925,725 Deferred income tax liabilities 1,573,262 Other payables 467,034 Due to affiliates 3,837,445 Retirement benefit obligations 211,443 Provisions for liabilities 141,529 Total non-current liabilities 11,156,438 Current liabilities: Trade and other payables 1,792,931 Current income tax liabilities 76,389 Derivative financial instruments 18,457 Provisions for liabilities 92,599 Due to Parent and affiliates 18,170 Total current liabilities 1,998,546 Total Liabilities 13,154,984 Total Equity and Liabilities 21,445,840 8 CRH Americas, Inc. and US Subsidiaries Note to Summarised Financial Information December 31, 2018 Note 2 The preceding financial information has been extracted from the consolidation information for CRH Americas, Inc. and US Subsidiaries, as of and for the year ended December 31, 2018, as prepared in conformity with International Financial Reporting Standards as adopted by the European Union for the purposes of inclusion in the consolidated financial statements of CRH plc. 9 BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified This statement is required by state law (RCW 39.04.350(1)(f)) 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 (January 23, 2020), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). CPM Development Corporation DBA ICON Materials Bidder's Business Name "�� Signature of Aut a Official* Rob Meidinger Printed Name General ManagerNP Title 1/23/2020 Pacific WA Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. Meet Me on Meeker/Almaroof 52 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 58 Bidder Responsibility Criteria-Statement that Bidder Has Not Been Disqualified Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 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 (January 23, 2020), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. CPM Development Corporation DBA ICON Materials B' 's Business Name I Signature of Authors d Official* Rob Meidinger Printed Name General Manager/VP Title 1/23/2020 Pacific WA Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. Meet Me on Meeker/Almaroof 53 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 59 Bidder Responsibility Criteria-Certification of Compliance with Wage Payment Statutes Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within one hundred (100) 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 bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. CPM Development Corporation DATE: January 23, 2020 DBA ICO Materials NA S46na-tu Authorized Re esentative Mark Eichelberger Construction Manager (Print Name and Title) 1508 Valentine Ave SE Address Pacific, WA 98047- 2103 Meet Me on Meeker/Almaroof 54 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 60 Proposal Signature Page Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale CPM DEVELOPMENT CORPORATION A CRH Company AMERICAN Rock— CERTIFICATE OF AUTHORITY ,tee s�.PN Please be advised,that the individuals whose names,titles and signatures appear below are authorized to execute proposals,contracts,bonds, and other documents and/or instruments on behalf of CPM Development Corporation,d/b/a ICON Materials. ICON Materials is a CPM Development Corporation trade name. CENTRAL PRE-&IIM Signature Name and Title & Ric Linares,Regional President �Ck[FFErE ^'/ A GIXCOMPANY Rob Meidinger, General ManagerNice President ' COLUMBIA Mark Eichelberger, Construction Manager Darci Morris, Operations Analyst J �- '' `6,11 (io Respectfully submitted, CPM DEVELOPMENT CORPORATION HELENA SAND &GRAVEL 6eQall V'� otywe A CRNCOMPANY Susan L. Devaney Northwest Division CFO STATE OF WASHINGTON ) ss. � COUNTY OF SPOKANE ) On this day personally appeared before me Susan L. Devaney, known to me to be the person that executed the foregoing instrument, on behalf of CPM Development Corporation, d/b/a ICON Materials and acknowledged said instrument to be the free and voluntary act of said Corporation for the uses and purposes therein mentioned. SUBSCRIBED and sworn to before me thi4(t-' day of O�, 2019. JEFF:Public S Si _ure of otary No "1 �r c &4 r ov I:.State on Print or Type Name of Not ary FZATER Ln My AppopiresNOTARY PUBLIC in and for the State of Washington "`'=�:A�� Ma Residing at My Commission expires on Ivyu4-SA, , e '�inZZ WENATCHEE SAND&GRAVEL ACNXCOMCANY An Equal Opportunity Employer 5111 E.Broadway,Spokane Valley,WA 99212 P.O.Box 3366,Spokane WA 99220-3366 Office:(509)534-6221 P Fax:(509)536-3051 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, CPM Development Corporation DBA ICON Materials , as Principal, and Fidelity and Deposit Company of Maryland —, as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent of Total 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 Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Project Numbers: 19-3017, 19-3024, & PK20-02 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 23rd— DAY OF _January 2020. CPM De7*Z770 DBA ICON fi�ials P NC Mar Eichelberger Fidelity and Deposit Comp" aryland S ETy At orney-in-Fact Karen RhinEhart \ ^ 20_ Received return of deposit in the sum of $ Meet Me on Meeker/Almaroof 55 January 6,2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 61 Bid Bond Form Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute, and appoint, Rob D. MEIDINGER, Karen RHINEHART, Susan L. DEVANEY and Mark EICHELBERGER, all of Pacific, Washington, EACH,its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed, any and all bid bonds issued on behalf of CPM DEVELOPMENT CORPORATION dba ICON MATERIALS, Pacific, Washington each in a penalty not to exceed the sum of$1,000,000, and the execution of such bid bonds in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and �LITI CO OF MARYLAND,this 10th day of October,A.D.2019. N 5�S4 4r G!� % `a o. SRA6 ,'sir......•*�'�,a "6 wNN a.HN ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND By: Robert D.Murray _ - Vice President ` � w, By: Dawn E.Brown - Secretary State of Maryland County of Baltimore On this loth day of October, A.D.2019, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D.Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said CorpotTESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. � : IN !))rrrrutn`� Constance A.Dunn,Notary Public My Commission Expires:July 9,2023 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Project Numbers: 19-3017, 19-3024, & PK20-02 NAME OF PROJECT I-- CPM Development Corporation DBA ICON Ma rials NAME BIDDER'S FIRM Mark Eichelberger 9TANXTUAE 60 AUTHORIZED REPRESENTATIVE OF BIDDER Meet Me on Meeker/Almaroof 56 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 62 Combined Declaration Form: Non-Collusion, Minimum Wage Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale This chanae order form is for example ournoses only. By submitting a bid, the bidder agrees to be bound by the terms of this chance order form for any change orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER:[Insert Name of Original Contract & Project #, if applicable] ORIGINAL CONTRACT DATE: rInsert Date Original Contract was Siqned] This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ CPM Development Corporation DBA ICON Materials Meet Me on Meeker/Almaroof 57 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 63 Change Order Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy ). LaPorte. P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) CPM Development Corporation DBA ICON Materials Kent Law Department Meet Me on Meeker/Almaroof 58 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Page 84 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale 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 ....................QJ' Orderof Contents................................................................................. Invitationto Bid...................................................................................E10, Contractor Compliance Statement........................................................Er Date. .........................................................................................2r Have/have not participated acknowledgment.............................H " Signature and address................................................................e Declaration - City of Kent Equal Employment Opportunity Policy .......Al, Date and signature .....................................................................R-*** Administrative Policy.........................................................................4p.0 Proposal...............................................................................................� First line of proposal - filled in ..................................................Te Unit prices are correct ................................................................❑ Bid the same unit price for asterisk (*) bid items.......................❑ Minimum bid prices are correct...................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractors listed properly....................................................❑ Signature...................................................................................00� Subcontractor List (contracts over $1 million).....................................❑ Subcontractors listed properly....................................................❑ Date and signature ....................................................................,2--,* Contractor's Qualification Statement...................................................12- Complete and notarized..............................................................Er Statement that Bidder Has Not Been Disqualified ................................,0� Certification of Compliance with Wage Payment Statutes...................,0 o Proposal Signature Page..................................................................... JO AllAddenda acknowledged ......................................................... Date, signature and address...................................................... .0:*Ir BidBond Form .....................................................................................Mr Signature, sealed and dated .......................................................e Power of Attorney.....................................................................Je (Amount of bid bond shall equal S% of the total bid amount) CombinedDeclaration Form..................................................................� Signature. . ......................................................... 1 ChangeOrder Form (Example)............................................................ram Bidder's Checklist ................................................................................ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Meet Me on Meeker/Almaroof 59 CPM Development January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Corporation Page 65 Bidders Checklist Lg q- `,��1�,A4W % Provided to Builders Exchange of WA,Inc. For usage Conditions Agreement see c Section 2 Bond No. 9341835 PAYMENT AND PERFORMANCE BOND �KE T TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, CPM Development Corporation DBA ICON Materials as Principal, and __Fidelity and Deposit Company of Maryland a Corporation organized and existing under the laws of the State of Washington, as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $_?,3q�,304.28 together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements/Project Numbers: 19- 3017, 19-3024, & PK20-02 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. Meet Me on Meeker/Almaroof 60 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 CPM Development Corporation TWO_WITN-ESSES: DBA ICON Materials PRINCIPAL enter principal's name above) BY: General Manager/VP wuld, L.�____ yeS....__ TITLE Orat�On DATE: 2 ._12 0 _ _ DATE: 2/12/2020 ot� CORPORATE SEAL: r; � « Oe 0 PRINT NAME +� y DATE: 2'�2'�Zd _ _ Fidelity and Deposit Company of Maryland SURETY CORPORATE SEAL: DATE: February 6, 2020 TITLE: Tina Davis,Attorney-in-Fact ADDRESS: 15 W. South Temple, Suite 700 _Salt Lake City, UT 84101 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Rob Meidinger Who signed the said bond on behalf of the Principal CPM Development Corporation DBA ICON Materials of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. SECRETARY OR ASSI TANT SE�142TARY Meet Me on Meeker/Almaroof 61 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 State of Utah County of Salt Lake SS: On February 6,2020 ,before me,a Notary Public in and for said County and State,residing therein,duly commissioned and sworn,personally appeared Tina Davis known to me to be Attorney-in-Fact of Fidelity and Deposit Company of Maryland the corporation described in and that executed the within and foregoing instrument,and known to me to be the person who executed the said instrument in behalf of the said corporation,and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal,the day and year stated in this certificate above. My Commission Expires March 13,2023 Lis all Notary Public " LISA HALL o� c Notary Public a State of Utah My Commission Expires March 13,2023 Commission Number 704231 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute, and appoint Tina Davis,Lisa Hall,Lindsey Plattner and Linda Nipper,all of Salt Lake City,Utah,EACH,its true and lawful agent and Attorney-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills,Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 31 st day of July,A.D.2019. s lo:' ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND BFtsiSe b' lumpy b h*I'resfdent BY.. Daxvn E. Brown Secretary State of Maryland County of Baltimore On this 31 st day of July, A.D. 2019, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly swom,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. �,aurrixr a, 80 X y Constance A.Dunn,Notary Public 'Jyk rij +", My Commission Expires:July 9,2023 Ftll tl llii� EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attomevs-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Secretary of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V, Section 8,of the By- Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the loth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed th< corporate seals of the said Companies,this 6th day of February,2020. ��►�""s� c�s+vt�4 �� Y SEAL s nij :OS s' u ti twe 'Iti •...�rt� - t IJ o ""pan:..a•' '`h t t By: Brian M.Hodges ` Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg,IL 60196-1056 www.reportsfclaims(�zurichna.com 800-626-4577 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and CPM Development Corporation DBA ICON Materials organized under the laws of the State of Washington , located and doing business at 15108 Valentine Ave SE Pacific,WA 98047-2013 ("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: Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements /Project Numbers: 19-3017, 19-3024, & PK20-02 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2018 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within one hundred (100) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Meet Me on Meeker/Almaroof 62 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. Meet Me on Meeker/Almaroof 63 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 CITY OF KENT BY: DANA RALPH, MAYOR DATE: V,IJ4 Q • KIMBERLEY A. KOM' 0, CITY CLER APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR BY: PRIN N E: Mark Eichelberger TITLE: Construction Manager DATE: 2/12/2020 Meet Me on Meeker/Almaroof 64 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Meet Me on Meeker/Almaroof 65 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. Meet Me on Meeker/Almaroof 66 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 EXHIBIT A (Continued) F. Acceptabilityof Insurer Insurance is to be placed with insurers with a current A.M. Best rating of not less than ANII. 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. Meet Me on Meeker/Almaroof 67 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DATE(MM/DDIYYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE 2/7/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER Liberty Mutual Insurance Co. National Insurance East NAME: -._ Valerie Reece 2000 Westwood Dr. AI N Ext: 513-867-3822 AIC No Wausau,WI 54401 E-MAIL ADDRESS: Oldcastle.certs Libe Mutual.com INSURERS AFFORDING COVERAGE NAIC# www.LibertyMutua1.com INSURER A: Liberty Mutual Fire Insurance Company 23035 INSURED INSURER B: Liberty Insurance Corporation 42404 CPM Development Corporation (120-PAC) DBA ICON Materials INSURERC: 1508 Valentine Avenue SE INSURER D: Pacific WA 98047-2103 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 54020218 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MM/DDIYYYY MM/DDIYYYY A `/ COMMERCIAL GENERAL LIABILITY ✓ �/ TB2-C81-004095-119 9/1/2019 9/1/2020 EACH OCCURRENCE $2,000,000 DAMAGE TO RENTED CLAIMS-MADE �✓ OCCUR PREMISES Ea occurrence $250,000 _ XCU Coverage Included Primary/Non-Contributory MED EXP(Any one person) $50 000 ✓ ✓ Separation of Insured PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $3,000,000 POLICY ECT LOC PRODUCTS-COMP/OP AGG $3,000,000 PRO OTHER: $ ✓ ✓ AS2-C81-004095-129 9/1/2019 9/1/2020 COMBINED SINGLE LIMIT A AUTOMOBILE LIABILITY $2,000,000 Ea accident _ ANY AUTO BODILY INJURY(Per person) $ A ✓ OWNED SCHEDULED AS2-C81-054502-529 9/1/2019 9/1/2020 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOSHIRED Physical Damage only: PROPERTY DAMAGE AUTOS ONLY AUTOS ONELYY Comprehensive Ded$10,000 Per accident) $ -- Collision Ded$10 000 1 $ A UMBRELLALIAB / OCCUR TL2-681-054523-929 9/1/2019 9/1/2020 EACH OCCURRENCE $1 000000 ✓ EXCESS LIAB CLAIMS-MADE (General Liability) li AGGREGATE $1,000,000 DED RETENTION$ Products/Completed Ops$1,000,000 B '.WORKERS COMPENSATION ✓ WA7-C8D-004095-029 9/1/2019 9/1/2020 ✓ STER AT IP UTE ER AND EMPLOYERS'LIABILITY Y/N All except OH,ND,WA,WY ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A ---- -- - B (Mandatory in NH) WC7-C81-004095-019 9/1/2019 9/1/2020 E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below W11 MN E.L.DISEASE-POLICY LIMIT 1 $1,000,000 A Washington Stop Gap TB2-C81-004095-119 9/1/2019 9/1/2020 BI Each Accident $1,000,000 Employers Liability Coverage BI Aggregate Limit $1,000,000 BI Each Employee $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: Meet Me on Meeker Sidewalk/Riverbend Driving Range Impovements P/N 19-3017, 19-3024&PK20-02. The City of Kent,their Agents,Representatives,Employees and Subcontractors are listed as additional insured with regards to the general liability policy for ongoing and completed operations(per CG 2010 04/13),and automobile liability and excess liability policies,on a primary and non-contributory basis,where required by written contract. 30-day Notice of Cancellation. Waiver of subrogation is included in favor of the additional insured,where required by written contract,and where applicable by law. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent WA 98032 AUTHORIZED REPRESENTATIVE Valerie Reece ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 54020218 1 LM_44 1 9/19-9/20 - Standard 5/2 w/WA Stop Gap I Donna Smitala 1 2/7/2020 2:37:23 PM (CST) I Page 1 of 1 POLICY NUMBER: TB2-C81-004095-119 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to 1. All work, including materials, parts or equipment include as an additional insured the person(s) or furnished in connection with such work, on the organization(s) shown in the Schedule, but only project (other than service, maintenance or with respect to liability for "bodily injury", "property repairs) to be performed by or on behalf of the damage" or "personal and advertising injury" additional insured(s) at the location of the caused, in whole or in part, by: covered operations has been completed; or 1. Your acts or omissions; or 2. That portion of "your work" out of which the 2. The acts or omissions of those acting on your injury or damage arises has been put to its behalf; intended use by any person or organization other than another contractor or subcontractor in the performance of your ongoing operations for engaged in performing operations for a principal the additional insured(s) at the location(s) as a part of the same project. designated above. C. With respect to the insurance afforded to these However: additional insureds, the following is added to 1. The insurance afforded to such additional Section III—Limits Of Insurance: insured only applies to the extent permitted by If coverage provided to the additional insured is law; and required by a contract or agreement, the most we 2. If coverage provided to the additional insured is will pay on behalf of the additional insured is the required by a contract or agreement, the amount of insurance: insurance afforded to such additional insured 1. Required by the contract or agreement; or will not be broader than that which you are required by the contract or agreement to provide 2. Available under the applicable Limits of for such additional insured. Insurance shown in the Declarations; B. With respect to the insurance afforded to these whichever is less. additional insureds, the following additional This endorsement shall not increase the applicable exclusions apply: Limits of Insurance shown in the Declarations. This insurance does not apply to "bodily injury" or "property damage"occurring after: CG 20 10 04 13 0 ISO Properties, Inc., 2012 Page 1 of 2 0 SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations The City of Kent, their Agents, Representatives, Location Code: 120-PAC Employees and Subcontractors P/N 19-3017, 19-3024 & PK 20-02 Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 2 of 2 POLICY NUMBER: TB2-C81-004095-119 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Location And Description Of Completed Or Organization(s) Operations The City of Kent, their Agents, Representatives, Location Code: 120-PAC Employees and Subcontractors P/N 19-3017, 19-3024 & PK 20-02 Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III—Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is "property damage" caused, in whole or in part, by required by a contract or agreement, the most we "your work" at the location designated and will pay on behalf of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and included in the "products-completed operations 1. Required by the contract or agreement; or hazard". 2. Available under the applicable Limits of However: Insurance shown in the Declarations; 1. The insurance afforded to such additional whichever is less. insured only applies to the extent permitted This endorsement shall not increase the applicable by law; and Limits of Insurance shown in the Declarations. 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 Policy Number TB2-C81-004095-119 Issued by Liberty Mutual Fire Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE AMENDMENT—SCHEDULED ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Person(s) or Organization(s): The City of Kent, their Agents, Representatives, Employees and Subcontractors Location Code: 120-PAC If you are obligated under a written agreement to provide liability insurance on a primary,excess, contingent, or any other basis for any person(s) or organization(s) shown in the Schedule of this endorsement that qualifies as an additional insured on this Policy, this Policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV—Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Conditions will apply. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured for the same 'occurrence", claim or"suit'. LC 24 20 11 18 ©2018 Liberty Mutual Insurance Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. POLICY NUMBER: TB2-C81-004095-119 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: The City of Kent, their Agents, Representatives, Employees and Subcontractors Location Code: 120-PAC Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV—Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products- completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 1 ❑ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): P/N 19-3017, 19-3024& PK 20-02 Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Location Code: 120-PAC Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages caused by 'occur- damages or under Coverage C for medical rences" under Section I—Coverage A, and for all expenses shall reduce the Designated Con- medical expenses caused by accidents under struction Project General Aggregate Limit for Section I — Coverage C, which can be attributed that designated construction project. Such only to ongoing operations at a single designated payments shall not reduce the General Ag- construction project shown in the Schedule gregate Limit shown in the Declarations nor above: shall they reduce any other Designated Con- t. A separate Designated Construction Project struction Project General Aggregate Limit for General Aggregate Limit applies to each des- any other designated construction project ignated construction project, and that limit is shown in the Schedule above. equal to the amount of the General Aggregate 4. The limits shown in the Declarations for Each Limit shown in the Declarations. Occurrence, Damage To Premises Rented To 2. The Designated Construction Project General You and Medical Expense continue to apply. Aggregate Limit is the most we will pay for the However, instead of being subject to the sum of all damages under Coverage A, ex- General Aggregate Limit shown in the Decla- cept damages because of "bodily injury" or rations, such limits will be subject to the appli- "property damage" included in the "products- cable Designated Construction Project Gen- completed operations hazard", and for medi- eral Aggregate Limit. cal expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or"suits"brought; or c. Persons or organizations making claims or bringing "suits". CG 25 03 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 2 ❑ B. For all sums which the insured becomes legally C. When coverage for liability arising out of the obligated to pay as damages caused by 'occur- "products-completed operations hazard" is pro- rences" under Section I—Coverage A, and for all vided, any payments for damages because of medical expenses caused by accidents under "bodily injury" or "property damage" included in Section I — Coverage C, which cannot be at- the "products-completed operations hazard" will tributed only to ongoing operations at a single reduce the Products-completed Operations Ag- designated construction project shown in the gregate Limit, and not reduce the General Ag- Schedule above: gregate Limit nor the Designated Construction 1. Any payments made under Coverage A for Project General Aggregate Limit. damages or under Coverage C for medical D. If the applicable designated construction project expenses shall reduce the amount available has been abandoned, delayed, or abandoned under the General Aggregate Limit or the and then restarted, or if the authorized contract- Products-completed Operations Aggregate ing parties deviate from plans, blueprints, de- Limit, whichever is applicable; and signs, specifications or timetables, the project will 2. Such payments shall not reduce any Desig- still be deemed to be the same construction pro- nated Construction Project General Aggre- ject. gate Limit. E. The provisions of Section III — Limits Of Insur- ance not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 © Insurance Services Office, Inc., 2008 CG 25 03 05 09 POLICY NUMBER: AS2-C81-004095-129 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 provisionsof the Coverage Form apply unless modified by the endorsement. SCHEDULE Name(s) Of Person(s) Or Organization(s): The City of Kent, their Agents, Representatives, Employees and Subcontractors Location Code: 120-PAC Premium: $ Included 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 Policy Number: AS2-C81-004095-129 Issued by: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED -NONCONTRIBUTING This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERS COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage form. Schedule Name of Person(s) or Organizations(s): The City of Kent, their Agents, Representatives, Employees and Subcontractors Regarding Designated Contract or Project: P/N 19-3017, 19-3024 & PK 20-02 Meet Me on Meeker Sidewalk/Riverbend Driving Range Improvements Location Code: 120-PAC Each person or organization shown in the Schedule of this endorsement is an "insured"for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. The following is added to the Other Insurance Condition: If you have agreed in a written agreement that this policy will be primary and without right of contribution from any insurance in force for an Additional Insured for liability arising out of your operations, and the agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be primary and we will not seek contribution from such insurance. AC 84 23 08 11 ©2010, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule Any person or organization for which the employer has agreed by written contract, executed prior to loss, may execute a waiver of subrogation. However, for purposes of work performed by the employer in Missouri,this waiver of subrogation does not apply to any construction group of classifications as designated by the waiver of right to recover from others (subrogation)rule in our manual. The City of Kent,their Agents, Representatives, Employees and Subcontractors Location Code: 120-PAC Premium is included in the applicable state's blanket waiver charge. Issued by Liberty Insurance Corporation 21814 For attachment to Policy No.WA7-C8D-004095-029 Effective Date 02/07/2020 Premium$ Issued to CRH Americas, Inc. WC 00 03 13 ©1983 National Council on Compensation Insurance. Page 1 of 1 Ed.04/01/1984 Section 3 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1-01 Definitions and Terms...................................................... 1-1 1-02 Bid Procedures and Conditions.......................................... 1-2 1-03 Award and Execution of Contract....................................... 1-5 1-04 Scope of the Work .......................................................... 1-5 1-05 Control of Work .............................................................. 1-7 1-06 Control of Material .......................................................... 1-16 1-07 Legal Relations and Responsibilities to the Public................. 1-18 1-08 Prosecution and Progress ................................................. 1-25 1-09 Measurement and Payment .............................................. 1-29 1-10 Temporary Traffic Control ................................................ 1-30 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-4 2-06 Subgrade Preparation...................................................... 2-5 2-07 Watering ....................................................................... 2-5 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 5-05 Cement Concrete Pavement ............................................. 5-32 DIVISION 6 STRUCTURES ......................................................... 6-1 6-07 Painting......................................................................... 6-1 D6IVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS.............. 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells...................... 7-2 7-08 General Pipe Installation Requirements .............................. 7-6 7-15 Service Connections ........................................................ 7-12 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration....................................................... 8-8 8-03 Irrigation Systems .......................................................... 8-15 8-04 Curbs, Gutters, and Spillways........................................... 8-17 8-05 Pavers........................................................................... 8-19 Meet Me on Meeker/Almaroof January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-06 Cement Concrete Driveway Entrances................................ 8-20 8-09 Raised Pavement Markers ................................................ 8-22 8-12 Chain Link Fence and Wire Fence ...................................... 8-23 8-14 Cement Concrete Sidewalks ............................................. 8-24 8-19 Street Furniture.............................................................. 8-30 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical............................... 8-32 8-21 Permanent Signing.......................................................... 8-39 8-22 Pavement Marking .......................................................... 8-41 8-23 Temporary Pavement Markings......................................... 8-49 8-26 Meeker Street Accent Bollard Lighting................................ 8-49 8-28 Pothole Utilities .............................................................. 8-50 8-30 Project Signs.................................................................. 8-51 8-31 Bollards......................................................................... 8-52 8-33 Tree/Stump Removal ...................................................... 8-53 8-34 Dumpster Enclosure and Gate........................................... 8-54 8-35 Gas Valve Requirements .................................................. 8-55 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls ...................... 9-3 9-14 Erosion Control and Roadside Planting ............................... 9-3 9-15 Irrigation System............................................................ 9-7 9-28 Signing Materials and Fabrication ...................................... 9-9 9-29 Illumination, Signal, Electrical........................................... 9-10 9-30 Water Distribution Materials ............................................. 9-16 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 PREVAILING WAGE RATES.............................................................. A-4 Meet Me on Meeker/Almaroof January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Section 4 KE T SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2018 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. 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 Meet Me on Meeker/Almaroof 1 - 1 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1. Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS"IS SUPPLEMENTED BY ADDING THE FOLLOWING DEFINITION: Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the Meet Me on Meeker/Almaroof 1 - 2 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project by downloading at no charge at KentWA.gov/doing-businessZbids-procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Meet Me on Meeker/Almaroof 1 - 3 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bid Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 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: Meet Me on Meeker/Almaroof 1 - 4 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 proposal form, the entire cost of labor and materials required to Meet Me on Meeker/Almaroof 1 - 5 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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: 1-04.6 Variation in Estimated Quantities Meet Me on Meeker/Almaroof 1 - 6 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. Meet Me on Meeker/Almaroof 1 - 7 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7: To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.5(1), the requirements of KSP Section 1-05.5(1) will prevail. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.5(1) City Provided Construction Staking - (Schedule A and 13) The City will supply the construction stakes and marks established lines, slopes and grades for all work items in schedules A and B. The contractor is responsible for all the construction stakes and marks established lines, slopes and grades for the work items in schedule C. The city will provide the contractor with the published values of existing initial control points needed for schedule C. 1-05.5(1)A General As used in this Section 1-05.5(1), the words, 'stake," "mark," 'marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. For the City provided construction staking outlined in section 1-05.5(1), the City will supply the following construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(1)B through 1-05.5(1)F of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(1)F 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. Meet Me on Meeker/Almaroof 1 - 8 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $270/hour for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(1)B Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(1)E, 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. Meet Me on Meeker/Almaroof 1 - 9 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 1-05.5(1)D Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $270/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. 1-05.5(1)E Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the Meet Me on Meeker/Almaroof 1 - 10 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $270/hour. 1-05.5(1)F Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Meet Me on Meeker/Almaroof 1 - 11 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 1-05.5(2) Contractor Surveying 1-05.5(2)A Contractor Surveying- (Schedule C) The contractor is responsible for all the construction stakes and marks established lines, slopes and grades for the work items in schedule C. The city will provide the contractor with the published values of existing initial control points needed for schedule C. Payment The unit contract price per lump sum for "Survey" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to provide all the survey work needed to complete all the construction requirements for all the bid items in schedule C of the proposal, including all necessary as-built surveys. 1-05.5(2)B Referencing Existing Pavement Markings- (Schedule A & B) The Contractor shall be responsible for referencing and documenting all existing pavement markings. The Contractor's referencing plans shall indicate reference points and offsets taken at consistent intervals sufficient to restore all pavement markings to original configuration within two inches unless otherwise noted on the plans. The Contractor shall demonstrate to the Engineer that referencing has been accomplished prior to performing any work which will remove or cover the existing markings. The Contractor shall also be responsible for laying out all temporary and permanent pavement markings to the existing locations or in modified locations as shown in the Plans. Pavement markings shall be replaced using the materials called for in these Specifications. Payment No payment will be made for "Referencing Existing Pavement Markings". Referencing Existing Pavement Markings shall be incidental to the project and cost shall be included in the various items of the contract. Meet Me on Meeker/Almaroof 1 - 12 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Meet Me on Meeker/Almaroof 1 - 13 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. Meet Me on Meeker/Almaroof 1 - 14 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2018 WSDOT STANDARD SPECIFICATIONS): If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: Centuryl-ink's contractor may be on West Meeker Street working on relocating existing utilities located within Schedule B working area. The contractor shall coordinate with CenturyLink's contractor during construction. PSE's contractor may be on W Meeker Street working on relocating existing utilities located within Schedule B working area. The contractor shall coordinate with PSE's contractor during construction. A City contractor may be working on the turf area and adjacent fencing around the Driving Range. The contractor shall coordinate with this contractor for staging and access to the site. 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, Meet Me on Meeker/Almaroof 1 - 15 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, Meet Me on Meeker/Almaroof 1 - 16 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. Meet Me on Meeker/Almaroof 1 - 17 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1. 'APPROVED AS SUBMITTED" - Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" - Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the Meet Me on Meeker/Almaroof 1 - 18 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. 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 Meet Me on Meeker/Almaroof 1 - 19 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 hours performed by foremen, superintendents, owners, and workers who are not subject to prevailing wage requirements. 3. Apprentice is a person enrolled in a State-approved Apprenticeship Training Program. 4. State-approved Apprenticeship Training Program is an apprenticeship training program approved by the Washington State Apprenticeship Council. 5. Good Faith Effort is a demonstration that the Contractor has strived to meet the Apprenticeship Utilization Requirement including but not necessarily limited to the specific steps as described elsewhere in this specification. Plan The Contractor shall submit an "Apprentice Utilization Plan" within 30 calendar days of Notice of Award, demonstrating how they intend to achieve the Apprentice Utilization Requirement. The plan shall be updated and resubmitted as appropriate as the Work progresses. The intent is to provide the City with enough information to track progress in meeting the utilization requirements. Reporting The Contractor shall submit a "Monthly Apprentice Reporting Form" on a monthly basis. The report shall be submitted to the City by the last working day of the subsequent month, until the Physical Completion Date. The date reported shall be cumulative to date and consolidated to include the Contractor and all Subcontractors. At the Contractor's request, the Engineer may suspend this reporting requirement during periods of minimal or no applicable work activities on the project. The Contractor shall submit documentation of their Good Faith Effort if: (1) they are unable to provide a plan demonstrating how they intend to meet the Apprentice Utilization Requirement; or (2) the project has been completed without meeting the Apprentice Utilization Requirement. 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: Meet Me on Meeker/Almaroof 1 - 20 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 1. Solicit Apprentice(s) from State-approved Apprenticeship Training Program(s). 2. Document the solicitation and, in the event Apprentice(s) are not available, obtain supporting documentation from the solicited program(s). 3. Demonstrate that the plan was updated as required within this specification. 4. Provide documentation demonstrating what efforts the Contractor has taken to require Subcontractors to solicit and employ Apprentice(s). In the event that the preceding steps have been followed, the Contractor may also supplement the Good Faith Efforts documentation with the following documentation: 5. Submit documentation demonstrating successful Apprentice utilization on previous contracts. 6. Submit documentation indicating company-wide Apprentice utilization efforts and percentages of attainment. Payment Compensation for all costs involved with complying with the conditions of this specification is included in payment for the associated Contract items of work. 1-07.13 Contractor's Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage 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 BYADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan Meet Me on Meeker/Almaroof 1 - 21 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. Meet Me on Meeker/Almaroof 1 - 22 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Comcast Gabrielle Skorupa Aaron Cantrell 206-305-4395 253-288-7532 206-510-4222 (cell) Puget Sound Energy Gas Puget Sound Energy Power Glenn Helton Hong Nguyen 253-395-6926 425-449-6609 (cell) 425-559-4647 (cell) Verizon King County Wastewater Scott Christenson Treatment Division 425-636-6046 Mark Lampard 425-471-1079 (cell) 206-477-5414 SECTION 1-07.18 IS REVISED BYADDING 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 1. The Contractor shall construct the new parking lot improvements at the east side of the Driving Range prior to impacting the existing parking lot along the frontage of the Driving Range. The new parking lot improvements will be completed entirely including all irrigation and planting, with the exception of the temporary driveway onto Russell Road. Use of the existing frontage parking lot will remain available only to customers of the golf facility during construction of the new parking lot. No work on schedule A or B will occur until the new parking lot is completed. Upon completion of the parking lot, customers of the Driving Range will access via Meet Me on Meeker/Almaroof 1 - 23 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 the temporary driveway onto Russell Road. The contractor may then have use of the frontage parking lot for his activities and staging for work on schedules A and B. Upon completion of the project, the contractor shall remove the temporary driveway onto Russell Road and finalize that portion of the parking lot. 2. To reduce the traffic impact on W Meeker Street, the construction activities for schedule A and B shall be staged in coordination with the lane restrictions as described below: • Close the eastbound lane and shift the eastbound traffic to the middle lane, keep the westbound traffic on the north lane. • Full road closure with detour. Meeker street will be fully closed in both directions in the project area to construct the median islands and the raised concrete crosswalk with the approach ramps. Only two weekends will be allowed for the full road closure (from Friday night at 9 pm to Monday morning at 5 am). The work shall be completed within these two weekends. 3. The Contractor shall remove all existing pavement markings and install temporary pavement markings on Meeker street with the temporary traffic control devices to control traffic during construction. 4. Meeker St./ Russell Rd. intersection will be controlled by a video detection system. A police officer will control the intersection only when there is a need to close the eastbound lane near the intersection to construct the curb and gutter. 5. The Contractor shall provide a temporary crosswalk across Meeker Street for the duration of the project within the project limits. See project plans and the traffic control plans for details. 6. At least one driveway shall remain open for local businesses and the Golf Course at all times during construction. 7. The contractor shall maintain access for emergency vehicles at all times. 8. The Contractor shall maintain a sidewalk open for pedestrians on W Meeker Street at all times during construction. 9. 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. 10. The Contractor shall notify the Engineer, in writing, a minimum of 3 working days prior to beginning a lane or roadway closure that requires a detour or involves a major traffic switch to a temporary or new alignment. 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 otherwise noted on the plans or unless arrangements for use of private property are made. Meet Me on Meeker/Almaroof 1 - 24 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City 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. Meet Me on Meeker/Almaroof 1 - 25 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 1-06.7(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. 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 Meet Me on Meeker/Almaroof 1 - 26 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1. Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 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. Meet Me on Meeker/Almaroof 1 - 27 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate. The Contractor shall keep full and complete Meet Me on Meeker/Almaroof 1 - 28 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provided in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 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 Meet Me on Meeker/Almaroof 1 - 29 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 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 Meet Me on Meeker/Almaroof 1 - 30 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, delineator post, vehicle with attenuator, protective vehicles, any temporary devices shown on the traffic control plans, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1. Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. Meet Me on Meeker/Almaroof 1 - 31 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor." The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. The unit contract price for "Portable Changeable Message Sign (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit bid price per hour for "Uniformed Off-Duty Police Officer" will be complete compensation for the utilization of a uniformed off-duty Police Officer for traffic control purposes. This bid item includes all the equipment, and vehicle needed for the police officer to perform his duties. Cost is per hour for each hour an Officer is on the project with a minimum call-out time of three hours. The Contracting Agency (City of Kent) has set the unit price for "Uniformed Off-Duty Police Officer" at eighty dollars ($80.00) per hour minimum. Should the Contractor determine that the cost for this work is greater than the minimum price shown in the bid form, the Contractor may bid a higher price. Should the Contractor write in a unit price less than the minimum price shown in the bid form, the minimum unit price shown in the bid form shall govern and become part of the bid. No adjustment will be made for overtime hours or holidays. When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: Meet Me on Meeker/Almaroof 1 - 32 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(1) of the WSDOT Standard Specifications. Meet Me on Meeker/Almaroof 1 - 33 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1. Street and parking Light pole. 2. Signal pole and mast arm. The salvaged materials listed above shall be removed, hauled and stored at the following site(s): 1. East Hill Maintenance and Operation Center- 12607 SE 248th St., Kent, WA. All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 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 Meet Me on Meeker/Almaroof 2 - 1 January 6, 2020 Project Numbers: 19-3017, 19-3024, & PK20-02 made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs When Pavement Surface Integrity is to be Maintained In removing traffic islands and/or traffic curbs the Contractor shall: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, 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 8 inches. Included in this price is the cost of hauling and Meet Me on Meeker/Almaroof 2 - 2 January 6, 2020 Project Numbers: 19-3017, 19-3024, & PK20-02 disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 8 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 8 inches = quantity For example, if the Contractor encounters pavement to be removed which is 10 inches thick and 100 square yards then the quantity would be. 10 100' x 8 = 125 S.Y. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The unit 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. Meet Me on Meeker/Almaroof 2 - 3 January 6, 2020 Project Numbers: 19-3017, 19-3024, & PK20-02 "Saw Cut Existing Asphalt Concrete Pavement" "Saw Cut Existing Cement Concrete Sidewalk/ Pavement" The unit price contract price per lineal foot for the above items constitutes complete compensation for all materials, labor and equipment required to saw cut existing sidewalk or pavement to a depth of 8 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 8 inches, it shall be paid according to the following formula: actual depth in inches (length) x 8 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 10 inches thick and 100 linear feet then the quantity would be: 10 length x 8 = 125 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. The unit contract price per lump sum for "Remove Existing Irrigation tion System" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to cut, cap, remove and dispose of the existing irrigation system in areas shown on the plans and as directed by the Engineer. 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 Meet Me on Meeker/Almaroof 2 - 4 January 6, 2020 Project Numbers: 19-3017, 19-3024, & PK20-02 Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement 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. Meet Me on Meeker/Almaroof 2 - 5 January 6, 2020 Project Numbers: 19-3017, 19-3024, & PK20-02 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. Meet Me on Meeker/Almaroof 2 - 6 January 6, 2020 Project Numbers: 19-3017, 19-3024, & PK20-02 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 Meet Me on Meeker/Almaroof 4 - 1 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04,3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1-1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. Meet Me on Meeker/Almaroof 4 - 2 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 5-02.5 Payment Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. 5-04 HOT MIX ASPHALT SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections: Portland Cement 9-01 Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B James St Pavement Rehabilitation/Almaroof 5 - 1 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. James St Pavement Rehabilitation/Almaroof 5 - 2 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 • Develop a mix design that complies with Sections 9-03.8(2) and 9- 03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. • Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal. • Include with the mix design submittal a certification from the asphalt binder supplier that the anti-stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. • Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis for Basis for Contracting Contracting Agency stance of HMA Agency Approval of Materials 7estc fr Mixture Mix Design for tvat ation of tie M] fee QPL Section Placement on Q � Des�gr� 4.3 9 us Statistical Evaluation WSDOT Standard The Contracting Agency will Practice QC-8 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 The Contracting Agency may for compliance with elect to test the mix design Sections 9-03.8(2) and materials, or evaluate in 9-03.8(6) 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 ()MF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor's certification, the James St Pavement Rehabilitation/Alma roof 5 - 3 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Vacant 5-04.2(2) Mix Design — Obtaining Project Approval No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp and signature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date. The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). James St Pavement Rehabilitation/Almaroof 5 - 4 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) specified herein. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer's approval using WSDOT Form 350-076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1s' through March 315t 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 Wearing Course Other Courses (Feet) 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 James St Pavement Rehabilitation/Almaroof 5 - 5 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 5-04.3(2) Paving Under Traffic When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder - Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment - An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier James St Pavement Rehabilitation/Almaroof 5 - 6 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder - The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials - The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA - The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 450F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The Contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. James St Pavement Rehabilitation/Almaroof 5 - 7 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Acopy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle Use a material transfer device or material transfer vehicle (MTD/V) to deliver the HMA from the hauling equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However, an MTD/V is not required for HMA placed in irregular shaped and minor areas such as tapers and turn lanes. The MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be James St Pavement Rehabilitation/Almaroof 5 - 8 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. 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 James St Pavement Rehabilitation/Almaroof 5 - 9 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 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. James St Pavement Rena bilitation/Almaroof 5 - 10 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent port►and 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 l/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width - fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: a. Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. b. Cracks greater than 1 inch in width - fill with sand slurry. James St Pavement Rehabilitation/Alma roof 5 - 11 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 5-04.3(4)B Vacant 5-04.3(4)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates and RAP Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant 5-04.3(6) Mixing 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 James St Pavement Rehabilitation/Alma roof 5 - 12 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 250F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1" wearing course/final lift 0.17 feet other courses 0.35 feet HMA Class 3/4" and HMA Class '/2" wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class 3/s" 0.17 feet James St Pavement Rehabilitation/Almaroof 5 - 13 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 IMF is being utilized to produce HMA, the material produced for each IMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one IMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single IMF established for the class of HMA specified unless there is a need to make an adjustment in the IMF. 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 IMF for the class of HMA. The Contractor may request a change in the IMF. Any adjustments to the IMF 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 IMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section James St Pavement Rehabilitation/Almaroof 5 - 14 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 1-06.2(2)D2. Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. Aggregate Percent Passing Non-Statistical Commercial Evaluation Evaluation 1" 3/4" 1/2" 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 11/2", 1", 3/4", 1/2", 3/8", 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. James St Pavement Rehabilitation/Alma roof 5 - 15 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 5-O4.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 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. James St Pavement Rehabilitation/Alma roof 5 - 16 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 " " All aggregate passing: 11/2", 1", 3/4", 1/2", 3/8" 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, its individual pay factor will be considered 1.00 in calculating the Composite PayFactor(CPF). James St Pavement Rehabilitation/Almaroof 5 - 17 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor(CPF). 5-04.3(10) HMA Compaction Acceptance HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of 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 James St Pavement Rehabilitation/Alma roof 5 - 18 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item "Roadway Core" the Contracting Agency may obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price 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. James St Pavement Rehabilitation/Almaroof 5 - 19 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction — General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(1O)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction 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. James St Pavement Rehabilitation/Almaroof 5 - 20 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-O4.3(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-O4.3(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 James St Pavement Rehabilitation/Almaroof 5 - 21 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0,75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 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 James St Pavement Rehabilitation/Almaroof 5 - 22 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 PH 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. James St Pavement Rehabilitation/Almaroof 5 - 23 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 1/2 of the compacted lift thickness and then taper down on a slope not steeper than 4H: 1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified on the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)B1 and the following requirement: Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 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 1/8 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the James St Pavement Rehabilitation/Almaroof 5 - 24 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre- Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement The planing plan must be approved by the Engineer and a pre planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing submittals. Planing operations shall be performed no more than 7 calendar days ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. 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. James St Pavement Rehabilitation/Almaroof 5 - 25 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 H MA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. 5-04.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. James St Pavement Rehabilitation/Almaroof 5 - 26 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale James St Pavement Rehabilitation/Almaroof 5 - 27 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordination to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 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. James St Pavement Rehabilitation/Alma roof 5 - 28 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day's operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day's operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. C. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planing and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed. g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planing, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving - additional topics: a. When to start applying tack and coordinating with paving. 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. James St Pavement Rehabilitation/Almaroof 5 - 29 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 C. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 5-04.4 Measurement HMA Cl. 1/2" PG 58V-22, HMA for Pavement Repairs Cl. 1/2" PG 58V-22, and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. "Asphalt Sealcoating" shall be measured by the square foot. Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. 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. 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 Cl. 1/2" PG 58V-22" shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are James St Pavement Rehabilitation/Almaroof 5 - 30 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 included in the Subsection and which are included in the Proposal. This work shall include the cost to install an asphalt thickened edge and/or the pre-leveling work in the areas identified on the plans. The cost for anti-stripping additive and water shall be included in this bid item. The unit contract price per square yard for "Planing Bituminous Pavement, 2 Inch Thick" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). The unit contract price per square yards shall also include all costs incurred to stockpile or dispose of the bituminous pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. 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 Hot Plant Mix as required to provide temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. The unit contract price per square feet for `Asphalt Sealcoating" shall be full pay for all costs of material, labor, tools, and equipment necessary for the application of the asphalt sealcoating to the parking lot asphalt pavement as shown on the design plans for schedule C. All additional materials, labor, and equipment not shown in the plans or called for herein and which are required for finishing the asphalt sealcoating shall be considered incidental in this bid item price. Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA Class 1/2", PG 58V-22" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: http://www.wsdot.wa.gov/Business/Construction/EscalationCiauses.ht m The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. James St Pavement Rehabilitation/Almaroof 5 - 31 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The base cost established for this contract is the reference cost posted on the Agency website with an effective date immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington as posted on the Agency website. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. Adjustment formulas for HMA items: If the reference cost is greater than or equal to 105% of the base cost, then Adjustment = (Current Reference Cost - (1.05 x Base Cost)) x (Q x 0.056). If the reference cost is less than or equal to 95% of the base cost, then Adjustment = (Current Reference Cost - (0.95 x Base Cost)) x (Q x 0.056). Where Q = total tons of all classes of HMA paid in the current month's progress payment. "Asphalt Cost Price Adjustment", by calculation. "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. 5-05 CEMENT CONCRETE PAVEMENT SECTION 5-05.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.1 Description This work shall consist of construction of cement concrete pavement at the raised cement concrete crosswalk, crosswalk treatment and approach ramp pavement as noted in the plans, in conformity with the lines, grades, thicknesses, and surface treatment as shown on the plans. SECTION 5-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3(1) Concrete Mix Design for Paving The contractor shall use a suitable mix design to allow the concrete pavement to be available for traffic within the limited allowed time for closing Meeker Street. The mix design shall be submitted to the James St Pavement Rehabilitation/Almaroof 5 - 32 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 engineer for approval prior to closing the street. See section 1-07.23(1) in this special provision for more details. SECTION 5-05.3(11) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3(11) Finishing All cement concrete pavement within the raised mid-block crosswalk area shall be a medium broom finish with 1'xl' sawcut scoring at crosswalk and 4'x4' sawcut scoring at approach ramps (as shown on the plans). Saw Cut scoring shall be in according to Kent Standard plan 7- 19. Qualified and competent workers shall have a minimum five (5) years of work experience for same paving type installation, and placement of scoring and broom finished concrete. Crosswalk Treatment Installer's Additional Qualifications: Installer shall provide a list of (5) five successfully installed projects that include architectural score joint concrete work within the Western United States. Include the following information: Address/ name of project; square footage; date of installation; contact name and phone number; up to (2) two photos of each project. Mock-Up Samples Prior to start of pavement work the Contractor shall provide a ten-foot by ten-foot mock- up sample of the Crosswalk Treatment showing 1'xl' and 4'x4' sawcut scoring, and medium broom finish per design plans. Engineer shall approve the mock-up sample prior to start of work. The final approved sample shall be the standard for the balance of the rest of the work installed and shall be protected from damage until final acceptance and approval. All mock-up samples provided for approval by Engineer shall be incidental to and included in the unit bid price for "Raised Cement Concrete Crosswalk and Approach Concrete Ramps, 8 Inch Depth with Saw Cut Scoring" per these Special Provisions. No additional concrete shall be placed prior to the test panel being approved by the Engineer. Expansion joints, contraction/control joints, architectural sawcut score joint and decorative finishing shall be provided as shown on the Plans, or in locations to be approved by the Engineer for best appearance. SECTION 5-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.4 Measurement Raised Cement Concrete Crosswalk shall be measured per lump sum of installed cement concrete pavement and finishes for the raised crosswalk and approach pavement ramps. James St Pavement Rehabilitation/Almaroof 5 - 33 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SE SECTION 5-05.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-05.5 Payment The unit contract price per lump sum for "Raised Cement Concrete Crosswalk and Approach Concrete Ramps, 8 Inch Depth with Saw Cut Scoring" shall be complete compensation for all materials, labor, tools, supplies and equipment necessary for furnishing, installing and finishing the raised cement concrete crosswalk and approach pavement ramps. This item includes but is not limited to furnishing and installing bond break material, sealers, finishing, accelerating curing, mix design, sawcut scoring, joints as required, as specified herein and as directed by the Engineer. This bid item also includes furnishing and installing (epoxy coated) dowel bars with basket and tie bars including any cost for drilling holes, preparation and submittals of the jointing plan, and any other items necessary to complete the installation of the crosswalk and the ramps as shown on the plans and described in these specifications. This bid item also includes removing material used for temporary driveway access transitions and end of daily work transitions. James St Pavement Rehabilitation/Almaroof 5 - 34 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DIVISION 6 - STRUCTURES 6-07 PAINTING SECTION 6-07.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-07.1 Description This work shall consist of painting systems and colors for metal elements as shown on the Plans. SECTION 6-07.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-07.2 Materials Paint materials shall comply with the requirements in Section 9-08 unless described in this section. Paint colors and paint systems shall be as shown in the table below for the following items: Specification Item Paint Color Paint System Section 8-19 Meeker Street "Grey Powder Coating Bench, Type 1: Aluminum", Paint System Frame RAL 9007 shall be per manufacturer 8-19 Meeker Street "Aluminum Powder Coating Bench, Type 1: Texture" Paint System Slat Seat shall be per manufacturer 8-19 Meeker Street "Grey Powder Coating Bicycle Rack, Aluminum", Paint System Type 1 RAL 9007 shall be per manufacturer 8-19 Meeker Street "Grey Powder Coating Litter Receptacle, Aluminum", Paint System Type 1: Lid RAL 9007 shall be per manufacturer 8-19 Meeker Street "Aluminum Powder Coating Litter Receptacle, Texture" Paint System Type 1: Body shall be per manufacturer 8-26 Meeker Street "Grey Powder Coating Accent Bollard Aluminum", Paint System Lighting RAL 9007 shall be per manufacturer James St Pavement Rehabilitation/Almaroof 6 - 1 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Specification Item Paint Color Paint System Section 9-29 Meeker Street Federal Factory Applied Pole Banner Arm Color "Dark Polyester Gray" Powder Coat #26008 9-29 Meeker Street Federal Factory Applied Standard, Dual Color "Dark Polyester Pedestrian Gray" Powder Coat Luminaire and #26008 Pole 9-29 Meeker Street Federal Factory Applied Standard, Street Color "Dark Polyester Luminaire and Gray" Powder Coat Pole #26008 James St Pavement Rehabilitation/Almaroof 6 - 2 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, ANITARY SEWERS, WATER MAINS, AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe.................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) ............... 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment Meet Me on Meeker/Almaroof 7 - 1 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The unit contract price per lineal foot for "Storm Sewer Pipe, 4, 6, 8 and 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, styrofoam cushion, 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. The concrete inlet structure shall conform to WSDOT standard plan B-25.60-02. All manholes and Type II and III CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 1/2 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall submit proposed sealing product literature to the Engineer for acceptance, prior to use. Manhole frame and covers shall be cast gray or ductile iron (the lid needs to be marked with (STORM) or (SEWER)) and shall comply with the following WSDOT Standard Plans as applicable: B-30.70-04 Circular Frame (Ring) and Cover Meet Me on Meeker/Almaroof 7 - 2 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 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. Meet Me on Meeker/Almaroof 7 - 3 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. 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 Contractor's sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the Meet Me on Meeker/Almaroof 7 - 4 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 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 Contractor's 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: F 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 Meet Me on Meeker/Almaroof 7 - 5 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 "Catch Basin, Type 1" "Catch Basin, Type 50" "Concrete Inlet" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, surface restoration, referencing for future locates prior to final overlay, and storm drain stenciling. The unit contract price per each for "Adjust Existing Manhole Frame and 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. "Bolt Down Catch Basin Frame and Grate" "Thru-Curb Inlet Frame and Grate" "Catch Basin Rectangular Frame and Solid Cover" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. "Remove Existing Catch Basin Frame and Grate and Install New Rectangular Frame and Solid Cover" "Remove Existing Manhole Frame and Cover and Install New Circular Frame and Locking Cover" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing frame and cover and grate and furnish and install the new frame and cover as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover (adding or removing risers, grade rings, or sections as required) 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: Meet Me on Meeker/Almaroof 7 - 6 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions; Hot Mix Asphalt ............................... 5-04.2 Cement Concrete Pavement .............. 5-05.2 Culverts ......................................... 7-02.2 Storm Sewers ................................. 7-04.2 Manholes, Inlets and Catch Basins...... 7-05.2 Sanitary Sewer................................ 7-17.2 Side Sewers.................................... 7-18.2 Crushed Surfacing ........................... 9-03.9(3) Gravel Backfill for Pipe Zone Bedding.. 9-03.12(3) Gravel Borrow ................................. 9-03.14(1) Foundation Material Class I and II ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03.19 7-08.3 Construction Requirements SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. Meet Me on Meeker/Almaroof 7 - 7 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with crushed surfacing base course or 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 Meet Me on Meeker/Almaroof 7 - 8 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Meet Me on Meeker/Almaroof 7 - 9 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course or as directed by the Engineer in the field. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon Meet Me on Meeker/Almaroof 7 - 10 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 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, Meet Me on Meeker/Almaroof 7 - 11 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.1 Description This work consists of installing the service connections from the water main to the customer's service meter including meter setter; from the customer's service meter to the property or easement line; and where shown on the plans, from the service meter to the customer's service line. Service connections for commercial users as well as residential users are included. This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. 7-15.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Saddles ................................. 9-30.6(1) Corporation Stops ................... 9-30.6(2) Polyethylene Pipe.................... 9-30.6(3)B Service Fittings....................... 9-30.6(4) Meter Setters ......................... 9-30.6(5) Meter Boxes........................... 9-30.6(7) Water Meters ......................... 9-30.7(8) 7-15.3 Construction Details 7-15.3(1) General Service lines from the water main to the meter setter and from the meter setter to the property or easement line shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Meet Me on Meeker/Almaroof 7 - 12 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 customer's responsibility to install and maintain the service line between the property or easement line and the facility being served. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and coordinating its work such that water service will be resumed with the least possible inconvenience to the water users. The location of existing water service laterals and service lines between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. Unless otherwise approved by the City Water Department, new service lines from the water main to the meter shall be perpendicular to the water main, i.e. the meter shall be located directly opposite the corporation stop. 7-15.3(2) Flushing, Disinfection and Testing All service pipe and appurtenances shall be prechlorinated prior to installation. After installation, the service connection shall be flushed prior to connecting the meter and tested after connection to the meter. 7-15.3(3) Service Connections This work shall consist solely of connecting 1 inch or greater diameter service lines to the water main pipe by installing new corporation stops and service line adaptors at the water main pipe and shall include saddles. Corporation stops and saddles shall be of the size shown on the plans and shall be installed with a 22 degree vertical angle from the water main pipe centerline as shown in the Kent Standard Plans. Direct taps shall not be allowed, a double strapped saddle must be used as shown in the Kent Standard Plans. Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. 7-15.3(4) Relocating Existing Water Meter Assembly This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter Meet Me on Meeker/Almaroof 7 - 13 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 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 Meet Me on Meeker/Almaroof 7 - 14 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 customer's service lateral when they exist. 7-15.3(8) Excavation, Bedding and Backfilling Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. 7-15.3(9) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter boxes installed outside of City sidewalks shall be located within the easement or right-of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for a H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter boxes within planting or similar nontraffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. 7-15.3(10) Replace/Abandon Existing Water Service Meet Me on Meeker/Almaroof 7 - 15 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING; 7-15.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Adjust Existing Water Meter Box to Finished Grade" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to adjust the meter box to final grade at the locations shown on the plans and described in the specifications. The unit contract price per each for "Meter Box for 1-1/2 to 2 Inch Diameter Service" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install new meter box with anti-skid cover including, but not limited to excavation, backfill, and setting to grade. Meet Me on Meeker/Almaroof 7 - 16 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01.3(2)B and 9-14.2 Fertilizer ...............................8-01.3(2)B and 9-14.3 Mulch and Amendments ..........8-01.3(2)D and 9-14.4 Tackifier ...............................8-01.3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED 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. Meet Me on Meeker/Almaroof 8 - 1 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED 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 Meet Me on Meeker/Almaroof 8 - 2 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 3. City of Kent 2017 Surface Water Design Manual 4. Construction Stormwater General Permit - WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site Stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING; 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation Meet Me on Meeker/Almaroof 8 - 3 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 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 Meet Me on Meeker/Almaroof 8 - 4 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01.3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-0I.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING; 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01.3(2)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Meet Me on Meeker/Almaroof 8 - 5 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9-14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. Meet Me on Meeker/Almaroof 8 - 6 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SECTION 8-01.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)H Inspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. 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 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5 Payment 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. Meet Me on Meeker/Almaroof 8 - 7 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the 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.......................................... 9-14.1(1) Potting Soil Mix ........................................ 9-14.1(4) Seed ....................................................... 9-14.2 Fertilizer.................................................. 9-14.3 Wood Chip Mulch ...................................... 9-14.4(3) Plant Materials.......................................... 9-14.6 Meet Me on Meeker/Almaroof 8 - 8 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Street Trees............................................. 9-14.6(1)A Stakes, Guys and Wrapping ....................... 9-14.7 Tree Ties ................................................. 9-14.7(1) Root Barrier ............................................. 9-14.8 Freestanding Planter ................................. 8-19 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. SECTION 8-02.3(4)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(4)A Topsoil Type A Topsoil Type A shall conform to Section 9-14.1(1) of these Special Provisions and shall be supplied by a Contractor's supplied source, as approved by the Engineer. SECTION 8-02.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(4)D Potting Soil Mix Potting Soil Mix shall be installed in each Freestanding Planter to three inches (3") below rim of planter unless otherwise directed by Engineer. Potting Soil Mix shall conform to Section 9-14.1(4) of these Special Provisions and shall be supplied by a Contractor's supplied source, and as approved by the Engineer. Potting Soil Mix shall be considered incidental to and included in the unit bid price for "Meeker Street Freestanding Planter". Meet Me on Meeker/Almaroof 8 - 9 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SECTION 8-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(5) Planting Area Preparation The contractor shall thoroughly scarify subgrade in all planter areas to a minimum depth of eight inches (8"), unless otherwise noted on the plans. Scarified subgrade shall be inspected and approved by the Engineer prior to the placement of topsoil. Remove all construction debris and rocks over two-inches (2") in diameter prior to placing topsoil. Topsoil Type A shall be used in any areas requiring additional soil to bring subgrade up to grade, prior to the placement of required depth of Topsoil A as noted on the plans. Upon approval of the subgrade, Topsoil Type A shall be installed in two lifts. The first six-inch (6") lift shall be incorporated into the top eight inches (8") of the subgrade by rototilling. Then the remaining topsoil shall be installed to achieve the minimum compacted depth shown on the Plans. Remove rocks, roots, and debris over 1-inch (1") diameter in cultivated areas. Lightly compact soil to a compaction rate of no more than 85% and establish a smooth and uniform finished grade to allow surface drainage and prevent ponding. Areas around existing trees to remain shall not be cultivated within an additional three-foot (3') radius of the tree dripline or any other areas which appear to have a significant number of existing tree roots. Finish grade of planter areas shall be brought to a uniform grade, one inch (1") plus the specified depth of mulch, below walks, curbs, junction and valve boxes, and driveways, unless otherwise specified. Finish grades shall be reviewed and approved by the Engineer prior to any plant or sod installation. Any additional fine grading to get a firm smooth surface in the planter areas shall be considered incidental to and included in the unit contract price for placement and installation of Topsoil Type A. The costs of removing all excess material and debris shall be considered incidental to and included in the unit contract prices of other items in this contract. Provide and install "Root Barrier" as detailed on Plans. "Root Barrier" shall be as specified in Section 9-14.8 of these special provisions. Contractor shall coordinate installation of root barrier with topsoil installation, where shown on the Plans. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting The location of plantings shall be according to the landscaping plans, unless otherwise directed by the Engineer. The Contractor shall layout Meet Me on Meeker/Almaroof 8 - 10 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 trees, shrubs, and groundcovers shall be planted as detailed on the Plans. Scarify sides and bottom of all planting pits prior to planting. Sufficient planting soil shall be placed around the plant and compacted so as to ensure that the location of the ground line at the top of the root ball is the same as the nursery. Plant trees upright and face to give best appearance or relationship to adjacent structures and hold rigidly in position until planting soil has been backfilled and tamped firmly around the root ball or roots. Balled and burlapped plants shall be placed in the planting pits with the burlap intact; then the binding shall be removed and all the burlap or cloth wrapping materials shall be removed from the root ball. Remove all plastic, twine and ropes. The plant shall be rejected if the root ball is cracked or broken during removal of wrapping or during the planting process. When the pit is backfilled halfway, place the specified quantity of fertilizer in planting pit, unless otherwise specified on the plans. Evenly spread fertilizer adjacent to the root system at a depth that is between the middle and the bottom of the root system. Do not injure root system. Place and compact planting topsoil carefully to avoid injury to roots; fill all voids. When pit is three-quarters (3/4) backfilled, completely fill with water and allow water to soak away. If water does not drain within 1/2 hour notify Engineer; tree planting pits which do not drain properly may require drain-rock sump to facilitate drainage. Fill pits with additional soil to finish grade and continue backfilling as detailed on plans. All street trees shall be planted in general conformance to Kent Standard Plan 6-55. SECTION 8-02.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9) Pruning, Staking, Guying, and Wrapping Pruning shall be limited to the minimum amount necessary to remove injured twigs and branches. Only cut injured limbs to the nearest lateral bud. Do not apply tree wound paint or petroleum product to tree cuts. The Contractor shall use rootball bracing (triangle method) rather than staking or guying to support new trees. Meet Me on Meeker/Almaroof 8 - 11 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SECTION 8-02.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING : 8-02.3(10) Fertilizer Trees and shrubs shall be fertilized at a rate according to manufacturer's recommendations. Fertilizer tablets shall be considered incidental to and included in the unit contract price for trees and shrubs. Fertilizers shall be as specified in Section 9-14.3 Fertilizer, of these Special Provisions, SECTION 8-02.3(11) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(11) Wood Chip Mulch Wood Chip Mulch shall be placed over all planting beds to a depth of no less than two inches (2"). Thoroughly water and hose down plants with a fine spray to wash the leaves of the plants immediately after application. Wood Chip Mulch shall meet the requirements of Section 9-14.4(3) Wood Chip Mulch of these special provisions and shall be supplied by a Contractor's supplied source, and as approved by the Engineer. SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment The Contractor is responsible for maintaining all trees and shrubs for schedules A and B 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. The maintenance period for the plants in schedule C shall be waived. The contractor shall deliver the plants in a good condition and plant them in advance with the plans and specs. No plants shall be planted until the irrigation system is complete and operational. 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 Meet Me on Meeker/Almaroof 8 - 12 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 8-02.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.4 Measurement Bid item (8002A) for "Landscaping" in schedule VIII A shall include all landscaping items shown in the landscaping plans for schedules A and B and the items listed here: Top soil type A (350 CY). Wood chip mulch (100 CY). Root barrier, 24-inch deep (500 LF). Trees and shrubs listed below with the quantities shown on the plans: "PSIPE Nyssa sylvatica 'Wildfire'/ Wildfire Tupelo; 2.5" Cal., 12'-14' Ht." "PSIPE Ulmus propinqua 'JFS-Bieberich'/ Emerald Sunshine Elm; 2.5" Cal., 12'-14' Ht." "PSIPE Magnolia acuminata 'Butterflies'/ Butterflies Magnolia; 2" Cal., 10'-12' Ht." "PSIPE Hamamelis x intermedia 'Arnold Promise'/ Arnold Promise Witch Hazel; 5'-6' Ht." "PSIPE Hebe pinguifolia 'Sutherlandii'/ Sutherland Hebe; 2 Gal. Cont." "PSIPE Escallonia 'Newport Dwarf'/ Newport Dwarf Escallonia; 2 Gal. Cont." "PSIPE Deutzia gracilis 'Nikko'/ Dwarf Nikko Deutzia; 2 Gal. Cont." "PSIPE Rhus Aromatica 'Gro-Low'/ Gro-Low Fragrant Sumac; 2 Gal. Cont." "PSIPE Berberis thunbergii 'Gentry'/ Royal Burgundy Barberry; 1 Gal. Cont." "PSIPE Spiraea japonica 'Walbuma'/ Magic Carpet Spirea; 1 Gal. Cont." "PSIPE Pinus strobus 'Sea Urchin'/ Sea Urchin Eastern White Pine; 1 Gal. Cont." "PSIPE Calluna vulgaris 'Alicia'/ Alicia Scotch Heather; 1 Gal. Cont." "PSIPE Calluna vulgaris 'Aphrodite'/ Aphrodite Scotch Heather; 1 Gal. Cont." Meet Me on Meeker/Almaroof 8 - 13 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 "PSIPE Festuca amethystine 'Superba'/ Purple Tusfted Fescue; 1 Gal. Cont." "PSIPE Sesleria autumnalis/ Autumn Moor Grass; 1 Gal. Cont." "PSIPE Pennisetum alopecuroides 'Little Bunny'/ Dwarf Fountain Grass; 1 Gal. Cont." "PSIPE Geum 'Flames of Passion'/ Flames of Passion Avens; 1 Gal. Cont." "PSIPE Geum 'Mango Lassi'/ Mango Lassi Avens; 1 Gal. Cont." "PSIPE Hemerocallis 'Purple D'Oro'/ Purple D'Oro Daylily" Bid item (8000C) for "Landscaping" in schedule VIII C shall include all landscaping items shown in the landscaping plans for schedule C and the items listed here: Top soil type A (350 CY), or compost (130 CY). Wood chip mulch (80 CY). Root barrier, 24-inch deep (100 LF). Wild flower seed mix (35 LBS). Grass seed mix (50 LBS). Wood fiber mulch (700 LBS). Trees and shrubs listed below with the quantities shown on the plans: "NYSSA SYLVATICA 'WILDFIRE'/WILDFIRE TUPELO;2.5" CAL.,EVENLY BRANCHED 20'-0" O.C." "PSEUDOTSUGA MENZIESII/DOUGLAS FIR;7'-8' HT.", LOCATE AS SHOWN ON PLAN. "THUJA PLICATA 'GREEN GIANT'/GREEN GIANT CEDAR;7'-8' HT.", LOCATE AS SHOWN ON PLAN. "ULMUS PROPINQUA 'JFS-BIEBERICH'/EMERALD SUNSHINE ELM;2.5" CAL.,EVENLY BRANCHED, BRANCHING AT 6' HT." "ARBUTUS UNEDO 'COMPACTA'/DWARF STRAWBERRY BUSH;3 GAL., 8'-0" O.C." "BERBERIS THUNBERGII 'CONCORDE'/CONCORDE JAPANESE BARBERRY;2 GAL.,2'-6" O.C." "DAPHNE X TRANSATLANTIC 'BLAFRA'/ETERNAL FRAGRANCE DAPHNE;2 GAL.", LOCATE AS SHOWN ON PLAN. "ESCALLONIA 'NEWPORT DWARF'/NEWPORT DWARF ESCALLONIA;3 GAL.,3'-0" O.C." "FOTHERGILLA GARDENIA 'BLUE MIST'/BLUE MIST FOTHERGILLA;1 GAL.,3'-0" O.C." "SEDUM SPURIUM 'JOHN CREECH'/JOHN CREECH STONECROP;4" POTS,12" O.C. TRI-SPACE" "RHODODENDRON 'NANCY EVANS'/NANCY EVANS RHODODENDRON; 2411-30"16'-0" O.C." "RHODODENDRON 'PERCY WISEMAN'/PERCY WISEMAN RHODODENDRON; 24"-30"", LOCATE AS SHOWN ON PLAN. "SARCOCOCCA HUMILIS/DWARF SWEET BOX;2 GAL., 2'-6" O.C. TRI- SPACE" "SPIREA JAPONICA 'GOLDMOUND'/GOLDMOUND SPIREA;2 GAL.,4'-0" O.C." "ACHILLEA MILLEFOLIUM 'WALTHER FUNCKE'/WALTER FUNCKE YARROW;1 GAL.,2'-6" O.C."", LOCATE AS SHOWN ON PLAN. "CALLUNA VULGARIS 'APHRODITE'/APHRODITE SCOTCH HEATHER;1 GAL.,2'-0" O.C. TRI-SPACE" Meet Me on Meeker/Almaroof 8 - 14 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 "EPIMEDIUM X PERRALCHICUM 'FROHNLEITEN'/FROHNLEITEN EPIMEDIUM;1 GAL.,18" O.C. TRI-SPACE" "HELIANTHEMUM NUMMULARIA 'FIRE DRAGON'/FIRE DRAGON SUNROSE;1 GAL.,3'-0" O.C. TRI-SPACE" "POLYSTICHUM POLYBLEPHARUM/TASSEL FERN;2 GAL.,2'-6" O.C. TRI- SPACE" "SESLERIA AUTUMNALIS/AUTUMN MOOR GRASS;1 GAL., 2'-6" O.C. TRI-SPACE" SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-02.5 Payment The unit contract price per lump sum for "Landscaping" shall constitute complete compensation for all labor, materials, tools and equipment necessary for furnishing and completing all the landscaping work as shown on the plans for the applicable schedule and described in these specifications. 8-03 IRRIGATION SYSTEMS SECTION 8-03.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-03.1 Description The work shall consist of installing a fully functioning and complete landscape irrigation system for schedules A and B. This section describes the specifications and details for the irrigation system in schedules A and B. Reference the plan sheets for the specifications and details for schedule C irrigation system. The Contractor shall connect the new mainline for the system to the existing point of connection and irrigation meter (as shown on the Plans). The Contractor is responsible for coordinating with the City of Kent to verify location of existing point of connection on the west side of Russell Rd. and location of the new mainline in the planter along the sidewalk. Electrical connections for the controller shall be as shown on the Plans. SECTION 8-03.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-03.3 Construction Requirement Backfilling of irrigation piping shall be in accordance with Section 7- 08.3(3) Backfilling of the Standard Specifications. In paved asphalt areas, the top 6 inches of the trench shall consist of HMA Cl. '/z" PG 58V-22. Meet Me on Meeker/Almaroof 8 - 15 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 8-03.3(3) Piping The Contractor is alerted that irrigation sleeves are not shown on the roadway Plan & Profile Sheets and thus will require coordination with the Irrigation Plans. The Contractor shall ensure coordination with all underground utility and pavement installation is done with adequate time to allow for sleeving placement around utility vaults and structures as indicated on the Plans. PVC Pipe and Fittings All irrigation piping installed beneath sidewalk and other hard surfacing shall be sleeved in PVC at least twice the external irrigation pipe diameter to be installed. All roadway and driveway crossings shall be sleeved with 4-in. diameter ductile iron pipe. Due to the nature of PVC pipe and fittings, the Contractor shall exercise care in handling, loading, unloading and storing pipe to avoid damage. The pipe and fittings shall be stored under cover and shall be transported in a vehicle with a bed long enough to allow the length of pipe to lie flat so as not to be subject to undue ending or concentrated external load at any point. Any pipe that has been dented or damaged shall be set aside until such damage has been cut out and pipe is rejoined with a coupling. Solvent welded joints shall be performed as a two-step process using P70 primer and 711 glue. In each case, both fittings and pipes must be given the following applications. Both must first be primed, then be glued, then pressed together while giving a quarter turn and held together for 30 seconds. Give at least 15 minutes set-up time before moving or handling. Pipe shall be partially center loaded to prevent arching and slipping. No water shall be permitted in the pipe until at least 10 hours have elapsed for the weld to set and cure. Backfilling shall be done when pipe is not in an expanded condition due to heat or pressure. Cooling of the pipe can be accomplished by operation the system for a short time before backfill, or by backfilling in the early part of the morning before the heat of day. Before pressure testing, soluble weld joints shall be given at least 24 hours curing time. No PVC pipe may be threaded or connected to a threaded fitting without an adapter. Great care must be taken to ensure that the inside of the pipe is absolutely clean. Any pipe ends not being worked on must be protected and not left open. 8-03.3(11) System Operation The irrigation system operation shall be guaranteed, maintained and operated by the Contractor for the full duration of the plant establishment required by the Bid Documents. Meet Me on Meeker/Almaroof 8 - 16 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 8-03.3(14) Irrigation Electrical Service Connections for Irrigation Electrical Service shall be as shown on Electrical Plans. The Contractor shall fully coordinate, arrange and install all items necessary to obtain electrical service to the irrigation controller, as shown on Plans, including all trenching, conduit, and restoration that may be necessary. SECTION 8-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-03.5 Payment "Irrigation System, Complete, Schedule A" "Irrigation System, Complete, Schedule B" The lump sum price for the above items shall be full compensation for furnishing all labor, materials, tools, supplies, and equipment necessary or incidental to the construction of the complete and operable sprinkler irrigation system for schedule A and B as shown in the Plans or as directed by the Engineer. The lump sum price shall include but not limited to: excavation, backfilling, compaction, restoration, all pipes, sleeves, conduits, valves, controller and concrete foundation, coupler, valve box, enclosure, wiring, connection to water source, connections to power source and all other items required for a fully functional irrigation system. All additional materials and labor, not shown in the plans or called for herein and which are required for a fully operable system shall be considered incidental in this bid item price. The lump sum price for "Irrigation System, Complete, Schedule C" shall be full compensation for furnishing all labor, materials, tools, and equipment necessary or incidental to the construction of the complete and operable irrigation system for schedule C as shown in the Plans or as directed by the Engineer. The lump sum price shall include but not limited to: excavation, backfilling, compaction, restoration, all pipes, sleeves, conduits, valves, piping and stub out for future connection, connection to existing water meter, and power connection. All additional materials and labor, not shown in the plans or called for herein and which are required for a fully operable system shall be considered incidental in this bid item price. 8-04 CURBS GUTTERS AND SPILLWAYS 8-04.3 Construction Requirements SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1-05.5(1)F 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 Meet Me on Meeker/Almaroof 8 - 17 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. 8-04.3(3) Painting of Curbs Concrete curbing shall be painted with two full coats of appropriate color paint (Yellow) as approved by engineer or shown on the plans, using Low VOC Solvent Based Paint conforming to Section 9-34, wide enough to completely cover the concrete curbing without painting adjacent surfaces. Prepare existing curbing to be painted by removing organic material near the curb, scrape off existing loose paint, and clean oil spills. The paint can be applied by brush or spray. The second coat shall have glass traffic paint beads sprinkled in the wet paint at the rate of 12 pounds per 100 linear feet of curbing. The beads shall conform to the requirements of Section 9-34.4. SECTION 8-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.4 Measurement The measurement for "Painting Cement Concrete Curb" will be based on the length of painted curb in accordance with Section 8-04.3(3) and accepted by the Engineer. No additional measurement will be made for curbing painted on both sides of the curbing. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment "Pedestrian Curb" "Cement Concrete Curb and Gutter" "Cement Concrete Extruded Curb" "Cement Concrete Traffic Curb" "Monolithic Cement Concrete 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. The unit contract price per linear foot for "Cement Concrete Curb and Gutter, 8 Inch Depth, Reinforced" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. This bid item also include supplying and installing the reinforcing steel in accordance with Kent Standard Plan 6- 43M, specifications, and as directed by the Engineer. Meet Me on Meeker/Almaroof 8 - 18 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The unit contract price per linear foot for "Painting Cement Concrete Curb" shall be considered complete compensation for all materials, labor, tools, and equipment required to paint the cement concrete curb in accordance with the plans, specifications and as directed by the engineer. The unit contract price per each for "Salvage Wheel Stops and Re- Install at New location" shall be considered complete compensation for all materials, labor, tools and equipment required to salvage the existing wheel stop and re-install it in the new location in accordance with the plans, specifications and as directed by the Engineer. The contractor shall protect the wheel stops during construction. Any damage to the precast wheel stops during construction will be considered the contractor sole responsibility and shall be replaced with new wheel stop with no additional payment. The unit contract price per each for "Pre-Cast Wheel Stop" shall be considered complete compensation for all materials, labor, tools and equipment required to furnish and install the Pre-Cast Wheel Stop in accordance with the plans, specifications, and as directed by the Engineer. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-05 PAVERS 8-05.1 Linear Accent Paver • Material: 5,000 PSI precast cement concrete, Type III Cement • Joints: 1/8" wide • Finish: Sandblast • Manufacturer: Stepstone Inc. or approved equal. • Model: Narrow Modular Pavers • Size: 3" wide x 12" long x 4" thick (double row) • Color (in sequence): (Almond #1406, Espresso Brown #1408, Santa Fe Buff #1403, Iceberg Green #1405, French Gray #1404.) • Installation Type: Mortar set on concrete rat slab or mortar set in slot formed in concrete sidewalk. Repeat the color pattern as shown above. 8-05.3 Construction Requirements The anticipated lead time for the Linear Accent Pavers is 5 to 6 weeks. The contractor shall confirm the lead time with the manufacturer before submitting the construction schedule. The construction schedule shall include the lead time, order date, and the delivery date. 8-05.4 Measurement Measurement for payment of Linear Accent Pavers will be by the linear foot of the double rows of the linear accent pavers installed. Meet Me on Meeker/Almaroof 8 - 19 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 8-05.5 Payment The unit contract price per linear foot for "Linear Accent Pavers" constitutes complete compensation for all materials, labor and equipment required to furnish and install double rows of 4-inch thick Linear Accent Pavers including the mortar, grouting and joints in accordance with the plans and specifications. Materials and installation of the thickened concrete edges and slot for the pavers shall be considered incidental with the bid item price. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.1 Description This work shall consist of installing a reinforced Cement Concrete Driveway with sections having broom finishes, surface retardant, and 2x2 sawcut scoring as described herein and shown on the Plans. SECTION 8-06.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.2 Materials Sections with surface retardant shall have medium sand blast texture with aggregate size (1/4"-3/8"). Surface retardant for cement concrete driveway shall be Optimus Surface Retarders -Medium (25) Product from Architectural Concrete Chemicals (ACC), or approved equal. SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements Cement Concrete Driveways shall be installed at the locations indicated on the plans. Surface retardant shall be installed per manufacturer's recommendations. All sections in the driveway shall have (2 ft x 2 ft) saw cut scoring (except for the colored concrete band strip). Saw cut scoring shall be according to Kent Standard Plan 7-19. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 3-day mix. In addition, the Contractor shall immediately implement temporary provisions for access so that no driveway is out of service. The Contractor shall not simultaneously work on more than one driveway at a time serving a property. The final layout shall be determined in field and approved by Engineer. All cement concrete pavement within the driveway area shall be a medium broom finish, medium sand blast texture, and sawcut scoring Meet Me on Meeker/Almaroof 8 - 20 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 as shown on the plans with orientation to be perpendicular to the roadway. Qualified and competent workmanship shall have a minimum five (5) years of work experience for same paving type installation, and placement of sand blast texture, surface retarder, sawcut scoring, and broom finished concrete. Cement Concrete Driveway Installer's Additional Qualifications: Installer shall provide a list of 5 successfully installed projects that include applying surface texture, broom finish, architectural score joint concrete work within the Western United States. Include the following information: Address/ name of project; square footage; date of installation; contact name and phone number; up to (2) photos of each project. Mock-Up Samples Prior to start of pavement work the Contractor shall provide (2) four feet by ten feet mock-up samples of the surface texture cement concrete driveway by use of surface retardants for Engineer's approval. The mock-up samples shall receive surface retardant with medium (25) treated one half of the sample and broom finish in the second half of the mock-up sample. The final approved sample shall be the standard for the balance of the rest of the work installed and shall be protected from damage until final acceptance and approval. Mock-up samples provided for approval by Engineer shall be incidental to and included in the unit bid price for "Cement Concrete Driveway, 8 Inch Depth, Reinforced, with 2'x2' Saw Cut Scoring and Sand Blast Texture" per these Special Provisions. No additional concrete shall be placed prior to the test panel being approved by the Engineer. SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.5 Payment The unit contract price per square yard for "Cement Concrete Driveway, 8 Inch Depth, Reinforced, with 2'x2' Saw Cut Scoring and Sand Blast Texture" constitutes complete compensation for all materials, labor and equipment required to install the reinforced 8" thick scored cement concrete driveway in accordance with the design plans and specifications. This bid item includes but is not limited to the reinforcing steel, tie bars, 2x2 sawcut scoring, finishing, surface retardant with medium sand blast texture with aggregate, jointing and sealing, and any other items necessary to install the driveway as shown on the plans. (Colored cement concrete band shall be paid under a separate bid item.) Meet Me on Meeker/Almaroof 8 - 21 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description This work shall consist of furnishing and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plan 6-74. 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-74, 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. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, Meet Me on Meeker/Almaroof 8 - 22 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.5 Payment The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-12 CHAIN LINK FENCE AND WIRE FENCE SECTION 8-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.1 Description This work shall consist of installing, adjusting, removing, relocating, replacing or restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. 8-12.3 Construction Requirements SECTION 8-12.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(1) Chain Link Fence and Gates Existing fences and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall meet the requirements shown in the plans or as directed by the Engineer. Security fence shall meet WSDOT Standard Plan L-40.20-01; Glare Screen Type 2 (black, vinyl coated chain link with slats) with 3 strands of black vinyl coated wire with galvanized barbs. Includes 18" wide, 6" thick, concrete mow strip with medium brush finish. Chain Link Fence type 3 in schedule C shall meet WSDOT Standard Plan L-20.10-03. Meet Me on Meeker/Almaroof 8 - 23 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SECTION 8-12.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(2) Wire Fence and Gates Existing wire fence and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall be in general conformance to the requirements of Section 8-12 of the WSDOT Standard Specifications. SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.4 Measurement Remove and relocate fence shall be measured by the linear foot of relocated fence, along the ground line, exclusive of openings. Gates shall be included in the fence measurement. Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. Remove and restore fence shall be measured along that portion of the fence which must be removed in order to perform necessary work. Measurement for payment will be between the closest posts which remain undisturbed by the work. Restoration of fence beyond the stated limits is incidental to and included in the measured length defined above. If the Contractor removed additional fence for its convenience, restoration of the additional length of fence shall be at its sole expense. SECTION 8-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.5 Payment "Temporary Fencing," per linear foot. "Install New Chain Link Fence, Type 3," per linear foot. 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, driveways, colored cement concrete band, linear stamped cement concrete 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. SECTION 8-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.2 Materials Meet Me on Meeker/Almaroof 8 - 24 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 8-14.2(A) Colored Cement Concrete Band Colored Cement Concrete Band shall be Type II Gray Portland Cement with color hardener. Color hardener shall be a uniform, warm dark gray color "Smoke Beige" #4948 Emerchrome SC by Scofield, Company, or approved equal. Reference Kent Standard plan 7-18. Colored cement concrete band area shall be cured and sealed with a curing compound and sealer to be approved by color additive manufacturer, for use with colored concrete, and shall comply with ASTM C309. Curing compound and sealer shall be water based, non-flammable, low gloss, non-yellowing, non-clouding and wear resistant. Compound and sealer shall protect against water damage, oil and common stains, formulated for exterior use. 8-14.2(B) Linear Stamped Concrete Linear Stamped Concrete shall be Type II Gray Portland Cement with color hardener per Standard Plan 7-19.3. Color hardener shall be "Slate" by Solomon, or approved equal. Linear Stamped Concrete shall be cured and sealed with a curing compound and sealer to be approved by color additive manufacturer, for use with colored concrete, and shall comply with ASTM C309. Curing compound and sealer shall be water based, non-flammable, low gloss, non-yellowing, non-clouding and wear resistant. Compound and sealer shall protect against water damage, oil and common stains, formulated for exterior use. SECTION 8-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-14.3 Construction Requirements 8-14.3(A) Colored Cement Concrete Band Qualified and competent workman shall have a minimum five (5) years of work experience for same paving type installation, and placement of colored, scored and broom finished concrete. Colored Cement Concrete Band Installer's Additional Qualifications: Installer shall provide a list of five (5) successfully installed projects that include color hardener and architectural score joint concrete work within the Western United States. Include the following information: Address/ name of project; square footage; date of installation; contact name and phone number; up to (2) photos of each project. Meet Me on Meeker/Almaroof 8 - 25 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Submittal Contractor shall submit color hardener manufacturer's sample chip set and indicate color hardener numbers and required dosage rates for Engineer's approval. Mock-Up Samples Prior to start of pavement work the Contractor shall provide (2) two one-feet by ten feet mock-up samples of the colored cement concrete band by use of color hardeners for Engineer's approval. Each mock-up sample shall receive one color hardener with curing agent and medium broom finish. The final approved sample shall be the standard for the balance of the rest of the work installed and shall be protected from damage until final acceptance and approval. Mock-up samples provided for approval by Engineer shall be incidental to and included in the unit bid price for "Colored Cement Concrete Band, 12 Inch Wide" per these Special Provisions. No additional concrete shall be placed prior to the test panel being approved by the Engineer. 8-14.3(B) Linear Stamped Concrete The anticipated lead time for the stamping tools for linear stamped concrete is about two weeks. The contractor shall confirm the lead time with the manufacturer before submitting the construction schedule. The construction schedule shall include the lead time, order date, and the delivery date. Qualified and competent workman shall have a minimum five (5) years of work experience for same paving type installation, and placement of colored, scored and broom finished concrete. Linear Stamped Concrete Installer's Additional Qualifications: Installer shall provide a list of 5 successfully installed projects that include color hardener and architectural score joint concrete work within the Western United States. Include the following information: Address/ name of project; square footage; date of installation; contact name and phone number; up to (2) photos of each project. Submittal Contractor shall submit color hardener manufacturer's sample chip set and indicate color hardener numbers and required dosage rates for Engineer's approval. Meet Me on Meeker/Almaroof 8 - 26 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Mock-Up Samples Prior to start of pavement work the Contractor shall provide (2) two six (6) feet by six (6) feet mock-up samples of the Linear Stamped Concrete by use of color hardeners for Engineer's approval. Each mock-up sample shall receive one color hardener with curing agent and medium broom finish. The final approved sample shall be the standard for the balance of the rest of the work installed and shall be protected from damage until final acceptance and approval. Mock-up samples provided for approval by Engineer shall be incidental to and included in the unit bid price for "Linear Stamped Concrete" per these Special Provisions. No additional concrete shall be placed prior to the test panel being approved by the Engineer. SECTION 8-I4.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING; 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After troweling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Curb ramp cross slope shall be constructed to not exceed 1.5% cross slope. Curb ramp running slopes shall be constructed to not exceed noted ramp running slopes in the plans. Landing shall be constructed to not exceed slopes noted in the plans. Curb ramps shall be of the type specified in the Plans and shall include the detectable warning surface. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans. The two- foot wide detectable warning surface, unless specified, shall be yellow and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. Meet Me on Meeker/Almaroof 8 - 27 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SECTION 8-14.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.3(5) Detectable Warning Surface Detectable warning surface (Truncated domes) placed on cement concrete or an existing surface including asphalt ramps or existing concrete ramps and the raised crosswalk where specified on the plans shall be yellow, non-skid Vanguard ADA Systems - Detectable Warnings or an approved equal and shall be installed by a licensed Vanguard installer per the manufacturers specifications. The detectable warning surface used shall be continuously 2' wide along curb ramp radii with no gaps. Detectable Directional Striping shall consist of a 6-inch wide bar tile installed on top of the concrete curb as shown in the plans. Detectable Directional Striping bar tile shall be manufactured by Armor-Tile Tactile Systems or approved equal. The contractor shall submit a tile and color sample to the engineer for approval prior to the installation. The tile shall be installed according to the manufacturer's instructions. SECTION 8-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.4 Measurement Linear Stamped Concrete shall be measured by square yard for a completed linear stamped concrete including the stamp pattern and joints. Scored Cement Concrete Sidewalk shall be measured by square yard for a completed scored concrete sidewalk including the sawcut grid joints. Colored Cement Concrete Band, 12 Inch Wide shall be measured by linear foot of 12 inch wide completed Colored Cement Concrete Band with joints. "Detectable Directional Striping" shall be 6" wide and is measured per linear foot SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk, (4-Inch Thick)," per square yard "Cement Concrete Sidewalk Ramp Type Parallel A," per each "Cement Concrete Sidewalk Ramp Type Parallel B," per each The unit bid price for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit Meet Me on Meeker/Almaroof 8 - 28 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms, furnish and install the Detectable Warning Surfaces (DWS), and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. Contractor shall note that some power poles will need to remain in- place until completion of the electrical conversion. This bid item shall include all costs associated with discontinuing sidewalk at pole locations, remobilization after pole removal, and completion of sidewalk system. The unit bid per lump sum for "Cement Concrete Pedestrian Access and Curb Ramp" constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete pedestrian access and curb ramps as shown on the plans and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: furnish and install the 4- inch thick cement concrete sidewalk, curb ramp, Detectable Warning Surfaces (DWS), pedestrian concrete curb, finishing, restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms, and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. The unit bid per square foot for "Detectable Warning Surface" constitutes complete compensation for all materials, labor, tools and equipment necessary to furnish and install the Vanguard or approved equal detectable warning surface per the manufacture recommendation and in full compliance with ADA requirements. The unit bid per linear foot for "Detectable Directional Striping" constitutes complete compensation for all materials, labor, tools and equipment necessary to furnish and install the detectable directional tile warning surface as shown on the plans and described in these specifications. The unit contract price per square yard for "Linear Stamped Cement Concrete Sidewalk/Median Island," constitutes complete compensation for all materials, labor, tools and equipment necessary to furnish and install Linear Stamped Concrete 4 Inch thick as shown on the plans and in accordance with the Kent Special Provisions. Any other materials, labors, and tools required by the stamping tools' manufacturer to complete the linear stamped concrete for sidewalk and islands shall be considered incidental with the bid item price. The stamping tools shall become the property of the City at the end of the project, and the contractor shall clean, maintain, and deliver all tools to the City Maintenance Shop. Failure to adequately maintain and deliver the stamping tools to the City Maintenance Shop after project completion shall be deemed reasonable grounds for the Engineer to adjust the Meet Me on Meeker/Almaroof 8 - 29 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. All joints, curing compound, and sealer shall be considered incidental with the bid item price. "Cement Concrete Sidewalk, (4-Inch Thick), 1' x 1' Saw Cut Scoring," "Cement Concrete Sidewalk, (4-Inch Thick), 2' x 2' Saw Cut Scoring," 'Cement Concrete Sidewalk, (4-Inch Thick), 4' O.C. Saw Cut Scoring," The unit contract price per square yard for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install Cement Concrete Sidewalk with the sawcut scoring grid as shown on the plans and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks that are disturbed from sidewalk forms, and any other items necessary to complete the installation of the sidewalk. All joints, finishing, and grouting shall be considered incidental with the bid item price. The unit contract price per linear foot for `Colored Cement Concrete Band, 12 Inch Wide" constitutes complete compensation for all materials, labor, tools and equipment required to furnish, apply, and install the Colored Band to the surface of the concrete sidewalk in accordance with the plans, specifications and as directed by the Engineer. The cement concrete sidewalk shall be paid under a separate bid item. The unit contract price per square yard for "Cement Concrete Rat Slab, (4-Inch Thick)" constitutes complete compensation for all materials, labor, tools and equipment required to install the Cement Concrete Rat Slab in accordance with the plans, specifications and as directed by the Engineer. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 8-19 STREET FURNITURE 8-19.1(1) Meeker Street Freestanding planter • Concrete Planter Manufacturer: QCP Quick Crete Products or approved equal. (NOTE: Approved equal products shall match aesthetic look, feel, quality, materiality, and durability as standards specified herein.) • Model: Crest Round (QR-CRE3630P),or approved equal. • Material: Steel reinforced precast concrete. • Colors: French Gray. • Concrete Texture: Craftsmans Etch. • Concrete Sealer: Standard gloss sealer per manufacturer. 8-19.1.(2) Graffiti Proof Protection for Utility Boxes • Manufacturer: Traffic Wrapz or approved equal. (NOTE: Approved equal products shall match aesthetic look, feel, quality, materiality, and durability as standards specified herein.) Meet Me on Meeker/Almaroof 8 - 30 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 • Model: TW 360hd, or approved equal. • Description: TW 360C-OV fil provides graffiti-proof protection for large graphics and surfaces, UV protectant, fade-resistant with Adhesive Guard protection, 1 mil thick with permeant acrylic pressure and heat sensitive assist roll laminators. • Note: Graphics for wrap shall be reviewed and approved by the City of Kent. 8-19.2 Materials Paint color and finish shall be powdercoat in accordance with paint manufacturer's recommendations. See Section 6-07 for paint color and powder coating requirements. 8-19.3 Construction Requirements The anticipated lead time for Meeker Street Bench Type 1 and Litter Receptacle Type 1 is about 9 to 11 weeks. The contractor shall confirm the lead time with the manufacturer before submitting the construction schedule. The construction schedule shall include the lead time, order date, and the delivery date. Install Meeker Street Bench Type 1, Litter Receptacle Type 1 and Bicycle Rack Type 1 in concrete sidewalk with approved expansion bolt according to the manufacturer's installation instructions and as shown on the Plans. Use manufacturer-provided levelers to install bench level and plumb. The anticipated lead time for the Bicycle rack is about 5 to 6 weeks. The contractor shall confirm the lead time with the manufacturer before submitting the construction schedule. The construction schedule shall include the lead time, order date, and the delivery date. Contractor shall submit catalog cut sheet including product information, dimensioning, finish, installation instructions, setback requirements and details for Meeker Street bench type 1, litter receptacle type 1 and bicycle rack type 1 for Engineer's approval prior to installation. The Contractor shall be responsible for ensuring the mounting surface and installation method are adequate to support and secure the Meeker Street Bench Type 1, Litter Receptacle Type 1 and Bicycle Rack Type 1. Touch up for scratches for field applications shall be per recommendations from coating manufacturer. 8-19.5 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 bid price per each for "Meeker Street Bench, Type 1 (Backed)" constitutes complete compensation for all materials, labor, tools and Meet Me on Meeker/Almaroof 8 - 31 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 equipment necessary to furnish and install the bench as shown on the plans and in accordance with the specifications. The unit bid price per each for "Meeker Street Litter Receptacle, Type 1" constitutes complete compensation for all materials, labor, tools and equipment necessary to furnish and install the litter receptacle as shown on the plans and in accordance with the specifications. The unit bid price per each for "Meeker Street Bicycle Rack, Type 1" constitutes complete compensation for all materials, labor, tools and equipment necessary to furnish and install the twist bicycle rack as shown on the plans and in accordance with the specifications. The unit bid price per each for "Meeker Street Freestanding Planter" constitutes complete compensation for all materials, labor, tools and equipment necessary to furnish and install the Meeker Street Freestanding planter as shown on the plans and in accordance with the specifications. Potting Soil Mix for filling Freestanding Planters shall be considered incidental to and included in the unit bid price for Meeker Street Freestanding Planter. The unit contract price per each arm for "Meeker Street Pole Banner Arm" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to furnish and install the pole arms and brackets as shown on the plans and in accordance the specifications. (The unit price includes the arm only, the banners will be supplied and installed later by the City). The unit contract price per square feet for "Graffiti Proof Protection for Utility Boxes" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to furnish and install the Graffiti Proof Protection on the utility boxes as shown on the plans and described in the specifications. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS AND ELECTRICAL SECTION 8-20.1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. 8-20.2 Materials Meeker Street standard street pole and luminaire for schedule A and B shall be in according to Kent standard plan 7-25. Meet Me on Meeker/Almaroof 8 - 32 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Meeker Street standard pedestrian pole and luminaire for schedule A and B shall be in according to Kent standard plan 7-24. The irrigation, arms, and the flower baskets shown in the standard plan 7-24 are not required in this project. Parking lot/ street luminaire and pole for schedule C shall be in according to Kent standard plans 6-86 and 6-88. Meeker Street Receptacle Outlet in Planter for schedule A and B shall be in according to Kent standard plan 7-29. SECTION 8-20.2(2) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM 2: 8-20.2(2) 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 Meet Me on Meeker/Almaroof 8 - 33 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SECTION 8-20.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(6) )unction Boxes, Cable Vaults, and Pull boxes Slip-resistant surfaces (non-skid) shall have a static coefficient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebecl (their most aggressive surface) manufactured by IKG Industries, SlipNOT Grade 3 - coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers. 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: Meet Me on Meeker/Almaroof 8 - 34 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Loop sealant shall be CrafcoTm Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturer's recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B - A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C - A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: 8-20.3(14)E Signal Standards ITEM 8 IS REVISED AS FOLLOWS: 8. All tenons shall be field installed using Astro-BracTm AB-3008 Clamp Kits, or pre-approved equal. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The lump sum contract price for "Remove Existing Pole and Mast Arms" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to remove and salvage the specified structure as shown on the plans and described in the specifications. This work includes but shall not be limited to: remove one existing pole, removal and disposal of one concrete base in its entirety or to a depth suitable to accommodate the new improvements, removing two mast arms with signal heads, removing one street light head and arm, removing two pedestrian pushbuttons and heads, covering abandoned holes in the existing pole, disconnecting and removing signal wiring at signal poles, capping the electrical wires remaining, backfilling and compacting holes where necessary, removal of associated junction boxes, coordinating with the City of Kent Traffic Signal Systems Supervisor, and deliver all the removed items to the City of Kent Signal Maintenance Facility. All additional materials and labor, not shown in the plans or called for herein and which are required to complete the removal work shall be considered incidental in this bid item price. The unit contract price per each for "Remove Existing Street Light and Base" shall be considered complete compensation for all labor, materials and equipment necessary to remove the street light pole and base as shown on the plans. This item includes but shall not be limited Meet Me on Meeker/Almaroof 8 - 35 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 to: removal of the street light pole and arm, salvaging, and delivery to the City maintenance facility, removal and disposal of the concrete base in its entirety or to a depth suitable to accommodate the new improvements, capping the electrical wires remaining, backfilling and compacting holes where necessary, and removal of associated junction boxes. The unit contract price per each for "6 Foot Diameter Traffic Loop" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide and install a traffic loop to the size and location shown on the drawings and in accordance with the Kent Special Provisions and WSDOT Standard Specifications. The unit bid shall include but not be limited to: remove existing traffic loop, saw cutting the pavement, the first 30 lineal feet of lead-in wire, sealing, connect new wiring to existing home run cable, testing, labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. Note: The Contractor shall vacuum up all slurry produced during saw cutting for traffic loops and dispose of offsite in accordance with applicable regulations. The unit contract price per lineal foot for "Additional Lead-In Wire" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the additional lead-in wire at the location shown on the plans and described in the specifications. The unit bid shall include but not be limited to: saw cutting the pavement, wiring, sealant, connect new wiring to existing home run wire, testing, labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. The unit contract price per each for "Receptacle Outlet" shall be considered complete compensation for all labor, materials, supplies, tools, and equipment necessary to furnish and install the complete working receptacle outlet as shown on the plans and according to the specifications. The bid item price shall include but is not limited to: excavation, backfilling, compacting, concrete foundation, conduit and wiring from the receptacle outlet to the junction box, connections, testing, cleanup, and any additional material and work necessary to have a fully functional receptacle outlet. The unit contract price per lineal foot for "Conduit Pipe 2 Inch Diameter Schedule 80 PVC" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the conduit at the locations shown on the plans and described in the specifications. The bid item price shall include but is not limited to: trench excavation, unsuitable material excavation, hauling and disposal, Meet Me on Meeker/Almaroof 8 - 36 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 dewatering, cleanup, backfilling and compaction, fitting, testing, surface restoration, and connection to junction boxes and vaults. The unit contract price per lineal foot for "Spare Conduit Pipe 4 Inch Diameter Schedule 80 PVC With Pull Rope" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the 4" conduits and pull rope at the locations shown on the plans and described in the specifications. The bid item price shall include but is not limited to: trench excavation, unsuitable material excavation, hauling and disposal, dewatering, cleanup, backfilling and compaction, fitting, testing, surface restoration, and connection to junction boxes and vaults. "Junction Box, Type 1" "Junction Box, Type 2" The unit bid per each for the above items constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary or incidental to furnish and install the junction box, including but not limited to excavation, backfill, dewatering if necessary setting to grade, slip-resistant surface, and welding the lids shut at the locations shown on the plans. Any adjustments made prior to the final finished elevation shall be considered incidental. Junction box lid shall be welded shut after acceptance. The unit bid per each for "Remove Existing Junction Box" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary or incidental to remove the existing junction box including but not limited to excavation, backfilling, and dewatering as shown on the plans and described in the specifications. "Meeker Street Standard, Dual Pedestrian Luminaire and Pole" "Meeker Street Standard Street Luminaire and Pole" The unit contract price per each for the above bid items constitutes complete compensation for all materials, labor, tools, and equipment required to furnish and install the lighting pole as shown on the plans and described in the specifications. The bid item price shall include but not limited to: lighting pole, base, concrete foundation, luminaire arm, pole power receptacle, luminaire fixture including hardware, photoelectric control, conduits, wiring to the fuse holder, fuse kits, anchors, excavation, dewatering, backfilling, compacting and all other items as specified. Also included in this bid item price (trenching, conduit, wiring, trench backfill, and connections) from the lighting pole to the associated junction box. All additional materials and labor, not shown in the plans or called for herein and which are required for a fully functional lighting system shall be considered incidental in this bid item price. The lump sum contract price for "Electrical Wiring and Connections" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to furnish and install all wiring, connections (including connections from the service panel board to the junction boxes), and testing, for the street lights, pedestrian lights, bollards, receptacle outlets, flashing beacons, irrigation system, and Meet Me on Meeker/Almaroof 8 - 37 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 loops as shown on the plans and described in the specifications for schedule A and B. The bid item shall also include furnishing and installing the new circuit breakers and all other electrical components required for fully functional electrical system as shown on the plans and described in these specifications. The unit contract price per each for "Remove Parking Luminaire and Pole" shall be considered complete compensation for all labor, materials and equipment necessary to remove the parking luminaire and pole and the concrete base as shown on the plans. This item includes but shall not be limited to: removal of the light pole, salvaging, and delivery to the City maintenance facility, removal and disposal of the concrete base in its entirety or to a depth suitable to accommodate the new improvements, removing all the wiring and conduits up to the panel board, excavation, backfilling and compacting, and removal of associated junction boxes. The contractor shall not disturb and shall protect the service to the remaining light pole. The unit contract price per each for "Replace Parking Luminaire and Pole" constitutes complete compensation for all materials, labor, tools, and equipment required to remove the existing parking luminaire and pole and furnish and install a new Parking Luminaire and Pole as shown on the plans and described in the specifications. The bid item price shall include but not be limited to: furnish and install the new pole luminaire fixture including hardware, photoelectric control, conduits, fuse kits, install the pole on the existing concrete foundation, replace all existing wiring and conduits up to the panel board, excavation, backfilling and compaction, testing, salvaging the existing pole and delivery to the City maintenance facility and any other items required for the fully functional parking luminaire. The unit contract price per each for "Install Street Luminaire and Pole" constitutes complete compensation for all materials, labor, tools, and equipment required to furnish and install the Street Luminaire and Pole as shown on the plans and described in the specifications. The bid item price shall include but not limited to: furnishing and installing the lighting pole, base, luminaire fixture including hardware, photoelectric control, conduits to the panel board, wiring to the panel board, fuse kits, concrete foundation, anchors, excavation, dewatering, backfilling, compacting, testing, and all other items required for the fully functional Street Luminaire. "Roadside Rectangular Rapid Flashing Beacon" "Median Rectangular Rapid Flashing Beacon" The unit contract price per each for the above items shall constitute complete compensation for all supplies, labor, tools, materials and equipment necessary to furnish and install the rectangular rapid flashing beacons (RRFB) as shown on the plans and described in the specifications. This bid item shall include but not be limited to: supplying and installing the roadside (Uni-directional) and median (Bi- directional) rectangular rapid flashing beacons, brackets, posts, wiring, conduits, concrete foundations, signs, labor and industry inspection, and all other items required for a fully functional system. The bid item Meet Me on Meeker/Almaroof 8 - 38 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 price shall include all electrical connections from the Flashing Beacons to the junction boxes. This bid item shall also include furnishing and installing all pole mounted signs shown in the standard plan IS-22. The unit contract price per each for "Pedestrian Pushbutton (APS)" shall constitute complete compensation for all labor, tools, materials, supplies necessary to furnish and install a new APS pushbutton as shown on the plans and described in the specifications. This bid item shall include but not be limited to: furnishing and installation of new APS pushbuttons on the new rapid flashing beacon posts, wiring connections, conduits, fittings, brackets, testing, labor and industry inspection, and all other items required for a fully functional system. The unit contract price per each for "Installation and Connections - City Owned Video Detection Camera" constitutes complete compensation for the installation and connection of the city owned video detection camera. This bid item also includes all wiring and connections, testing, sighting adjustment for phasing, and all other components necessary for the fully functional detection system as directed by the engineer. All additional materials not shown in the plans or called for herein and which are required to complete the video detection system installation shall be included in the unit contract price of this bid item. This item also includes removal of the system after new loops are installed and connected and delivery to City Signal Shop. The video detection system shall become the property of the City of Kent upon project completion. The unit contract bid price per ton for "Sand for Conduit Bedding" shall constitute complete compensation for all materials, equipment, tools and supplies necessary to furnish and install the sand for bedding the conduit as shown on the plans and as specified herein. 8-21 PERMANENT SIGNING 8-21.3 Construction Requirements SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.2 Materials Sign posts shall be rolled carbon sheet steel, ASTM 1011 or ASTM A653 grade 50 and be hot dipped galvanized per AASHTO M-120 with minimum yield strength of 60,000 psi. Sign posts shall be 2" square with 7/16" diameter pre-punched holes on 1" center full length of the post on all sides. Post anchors shall be zinc hot dipped galvanized material meeting ASTM A500 grade B, 7 gauge. 2 1/2" x 2 1/2" square Telespar anchor or Engineer approved equivalent. Post anchor length shall be 30". Post anchor shall have a 7/16" diameter hole on each side of the post located 2" from the top. Meet Me on Meeker/Almaroof 8 - 39 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 8-21.3 Construction Requirements All sign post shall be installed on cement concrete foundation and post anchor per Kent Standard Plan 6-82aM. The concrete in the sign foundation shall be Commercial Concrete in accordance with the requirements of Section 6-02. Cement concrete foundation and post anchor shall be allowed to cure at least 24 hours prior to post and sign installation. The vertical distance from the bottom of the sign to the edge of traveled way shall not be less than 7 feet, except that the vertical distance from the bottom of W1-8 sign to the edge of traveled way shall be not less than 48 inches and not greater than 60 inches. The vertical distance from the bottom of the sign to the ground surface for D3 series signs shall not be less than 9 feet. SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240t" Street (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation Relocated signs shall be installed on new wood posts unless otherwise specified on the plans, or by the Engineer. The contractor shall coordinate with Metro Transit for relocating the existing bus stop sign with the existing post on Meeker Street: David Korthals (206-477-5776). SECTION 8-21.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.4 Measurement "Permanent Signing Including Post and Foundation" shall be measured per each sign furnished and installed with new post and foundation per Kent Standard plan 6-82aM. Meet Me on Meeker/Almaroof 8 - 40 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 "Traffic Sian" shall be measured per each sign furnished and mounted to existing sign post or light pole. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per lump sum for "Removal of Traffic Signs" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, dispose, salvage, or deliver the traffic signs and posts shown on the plans and described in the specifications. The unit contract price per each for "Permanent Signing Including Post and Foundation" shall constitutes complete compensation for all labor, tools materials, hardware, supplies and equipment necessary to supply and install traffic signs shown on the plans and described in the specifications. This bid item includes but is not limited to: excavation, backfilling, concrete foundation, and supplying and installing the sign, and sign post. 0 The unit contract price per each for "Traffic Sign" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to supply and install the traffic sign as shown on the plans and described in the specifications. This unit price shall include mounting the new sign on the existing light pole or existing sign post as shown on the plans. The unit contract price per each for "Relocate Existing Sign" shall constitutes complete compensation for all labor, tools materials, hardware, supplies and equipment necessary to relocate the existing sign shown on the plans and described in the specifications. 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of parallel SOLID WHITE lines, 8-feet long, 24 inches wide, aligned parallel with the direction of traffic. Lines are located as shown in Kent Standard Plan 6-75M or as shown on the plans. THE TEXT UNDER TWO WAY LEFT TURN STRIPE IS REPLACED WITH THE FOLLOWING: A SOLID YELLOW line, 4 inches wide, with a BROKEN YELLOW line, 4 inches wide, separated by a 4 inch space. The broken or "skip" pattern shall be based upon the City's 10-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. Meet Me on Meeker/Almaroof 8 - 41 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb A SOLID YELLOW stripe, just wide enough to completely cover the concrete curbing. SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Crosswalk Lines • Plastic Stop Lines (12 inch wide) • Plastic Stop Lines (24 inch wide) Type B (Pre-Formed Fused Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Speed Bump markings Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings. • Profiled Plastic lane lines • Plastic Flat long lines • Profiled Plastic Skip Lane Line • Profiled Plastic Wide lane lines • Plastic Bike Lane Lines not applied in sidewalk • Plastic Dotted Bike Lane Line • Profiled Plastic Double Yellow Center Line • Profiled Plastic Two-Way Left Turn Lane Lines • Plastic Traffic Arrows • Plastic Traffic Letters • Plastic Railroad Crossing Markings • Plastic Double Dotted Extension Line • Plastic Bike Lane Symbols with Arrows not applied in sidewalk MMAX AREA MARKINGS WITH CORUNDUM (Type D - Liquid Cold Applied Methyl Methacrylate with Corundum) shall be used when applying the following pavement markings. • Single Solid Plastic Edge Line applied in sidewalk • Plastic Bike Lane Symbols applied in sidewalk • Plastic Green Bike Lane • Green bike crossing • All other pavement markings installed in sidewalks and pedestrian pathways for the purpose of directing cyclists. Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Meet Me on Meeker/Almaroof 8 - 42 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 OF to 450 OF (190 °C to 230 °C) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(540C), and show no deformation or flaking at temperatures between -10 OF to 140 OF (- 23 °C to 60 °C). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No additional glass beads shall be needed to be dropped on the material during application to obtain the required retroreflectivity. MMAX AREA MARKINGS WITH CORUNDUM shall meet the requirements of Section 8-22.3(A). No glass beads are required. Type D plastic material shall meet the requirements of Section 9-34. Glass beads shall be as recommended by the material manufacturer. Raised Pavement Markers shall meet the requirements of Section 8- 09.2. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). 8-22.3 Construction Requirements SECTION 8.22.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3 Construction Requirements Profiled and Embossed plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02 Unless otherwise noted on the plans, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74M. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-22.3(A) MMA Area Markings With Corundum MMAX AREA MARKINGS WITH CORUNDUM is designed to meet the non- slip requirements needed for cyclist and shall be mixed and installed in accordance with the Manufacturer's specifications conforming to the following requirements: Materials used to create MMAX AREA MARKINGS WITH CORUNDUM shall consist of MMAX AREA MARKING Pre-pigmented Methyl Meet Me on Meeker/Almaroof 8 - 43 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Methacrylate Resin, MMAX AREA MARKING hardwearing aggregate and catalyst. MMAX AREA MARKING's will have the following performance properties: Density 18.5 +/- 0.5 Lbs. / Gallon Solids >99% ASTM D2205 Build Thickness 90 +/- 10 Mils VOC <100 Grams/Liter Pot Life N15min AASHTO T237 Skid >60 ASTM E303 Hardness 50-60 ASTM D2240 Water Absorption <0.25% ASTM D570 Keep materials in dry, protected areas, between 40OF to 80°F. Keep out of direct sunlight and protected from open flame. Finished Color: E-F Bike Lake Green or White as specified in the contract plans. Methyl Methacrylate Resin: Methyl Methacrylate resin shall have the following properties: Density 12.8 +/- 0.35 Lbs/Gal Tensile >2000 psi ASTM D638 Elongation >70% ASTM D638 Flash Point >50°F / 100C ASTM D1310 Resin must be supplied in compliant metal pails that have UN1A2Y1.9/100 rating. Aggregate: Hardwearing Aggregate shall be provided by the manufacturer and will have a hardness of 9 on the Mohs scale. Aggregate shall be a neutral, light color that will not affect the color of the finished product, and will have a mesh sizing of 24 Grit. Aggregate must be supplied in 25.5 +/- lbs. (11.7 +/- 0.23kg) pre- packaged bags or pails. Catalyst: Catalyst shall come in a powder form and be supplied in bulk at the maximum usage rate of 0.51 +/-0.2 Ibs (0.23 +/- 0.09 kg) per mixed pail of resin and aggregate. Application: Ambient and surface temperature for installation shall be between 40- 100°F, and should be 5°F above the dew point temperature with less than 75% relative humidity. Clean the intended application area thoroughly. All loose particles, dirt, sand dust, etc. must be removed. Broom and use a power blower or compressed air. The surface must be clean, dry and free of all dust, oil, debris and any other material that might interfere with the bond between marking and the surface to be treated. Meet Me on Meeker/Almaroof 8 - 44 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 All concrete curing compounds shall be completely removed from concrete surfaces prior to installation by shot blasting or grinding. Existing concrete surfaces shall be wire brushed, but may require shot blasting or grinding dependent on condition.' Clean areas containing chemical contaminants such as vehicle fluids, using a degreasing solution, and ensure removal of contaminants and degreasing solution well in advance of the application. Existing pavement markings that are to be left in place, utilities, drainage structures, curbs and any other structure within or adjacent to the treatment location shall be masked to protect from application. Existing pavement markings conflicting with the surface treatment must be removed by grinding or water blasting. Extra care must be taken to thoroughly remove the dust and debris caused from grinding. Installed pavement marking must be 100% cured, which will be a hardened solid state, before opening the marked area to traffic. SECTION 8-22.3(I) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74M. Approval by the Engineer is required before the placement of permanent pavement marking. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision Meet Me on Meeker/Almaroof 8 - 45 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3)B Line Patterns Double Solid Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Solid Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc, at select locations. Skip Center Line - A broken yellow line 4 inches wide. The broken pattern shall be based on a 30-foot unit consisting of a 10-foot line and a 20-foot gap. Skip center stripe may be used as centerline delineation on select two way highways and streets. Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 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 - 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. Gore / Wide Lane Line - A solid white line 8 inches wide used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high Occupancy Vehicle (HOV) lanes from general purpose lanes, for traffic islands, hash marks, chevrons, and other applications. Wide Dotted Line - A broken white or yellow line, 8 inches wide, matching color with its associated solid or broken line. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Dotted Line - A broken white or yellow line, 4 inches wide, matching color with its associated solid or broken line, an extension of an edge line, lane line, or centerline used at exit ramps, intersections, horizontal curves, multiple turn lanes, and other locations where the direction of Meet Me on Meeker/Almaroof 8 - 46 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 travel for through traffic is unclear. The dotted pattern shall be based on a 6-foot unit consisting of a 2-foot line and a 4-foot gap. Edge Line / Solid Lane Line - A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, parking stall and ADA delineation, adjacent lanes traveling in the same direction or bus pull-outs. Pedestrian path - A series of solid white line, 12 inches wide by 5- foot long and 2-foot gap. Bike Lane Line - A solid white line 8 inches wide that is used to delineate a bike lane adjacent to general-purpose lanes. Crosswalk Stripe A series of pairs of parallel SOLID WHITE lines, 8-feet long as shown in Kent Standard Plan 6-75M. The crosswalk strip for the raised concrete crosswalk shall be 10-feet wide. Plastic Dotted Bike Lane Line - A dotted white line 8 inches wide with the dotted pattern based on an 12-foot unit consisting of a 3-foot line and a 9-foot gap. Plastic Double Dotted Extension Line — Two broken yellow line, each 4 inches wide, separated by a 4-inch space. The dotted pattern shall be based on a 8-foot unit consisting of a 2-foot lines and a 6-foot gap. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(6) Removal of Pavement Markings Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment will be allowed for the removal of pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and Meet Me on Meeker/Almaroof 8 - 47 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement Measurement of profiled plastic double yellow center line and profiled plastic two-way left turn lane lines be measured by the completed linear foot. The measurement for all painted stripes will be based upon a marking system capable of simultaneous application of two 4-inch lines with one 4-inch space between the two lines. No deduction will be made for the unmarked area when the pavement marking includes a skip stripe; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. "Profiled Plastic Wide Lane Line" "Plastic Stop Line (24 inch wide)" "Plastic Bike Lane Line" The measurement for the above items will be based on the total length of each line installed. Measurement of Plastic Bike Lane Symbol with Arrow shall be measured by each completed bike symbol with arrow. 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: Meet Me on Meeker/Almaroof 8 - 48 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 "Profiled Plastic Double Yellow Center Line," per linear foot "Profiled Plastic Wide Lane Line," per linear foot "Profiled Plastic Two Way Left Turn Lane Lines" per linear foot. "Plastic Stop Line (24 inch widej," per linear foot "Plastic Bike Lane Line," per linear foot "Plastic Bike Lane Symbol with Arrow," per each The unit contract price per lump sum for "Parking Lot Pavement Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish, install all the parking lot pavement markings include but not limited to: Handicap symbol, white paint strip, arrows, pedestrian crossing, and all other pavement markings shown on the schedule C plans and described in the specifications. 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, maintain through construction, and removing temporary pavement markings. Temporary pavement markings shall be provided for all lane shifts and detours resulting from construction activities as shown in the traffic control plans and described in these specifications. 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. 8-23.5 Payment The unit contract price per lump sum for "Temporary Pavement Marking - Short Duration" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish, install, maintain through construction, and removing the temporary pavement markings. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-26 MEEKER STREET ACCENT BOLLARD LIGHTING 8-26.1 Description This work shall consist of accent bollard lighting as noted shown on Plans. Meet Me on Meeker/Almaroof 8 - 49 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 8-26.2 Materials Meeker Street accent bollard lighting shall be in according to Kent Standard Plan 7-28. Paint color and finish shall be powdercoat in accordance with paint manufacturer's recommendations. See Section 6-07 for paint color and powder coating requirements. 8-26.3 Construction Requirements The anticipated lead time for the Meeker Street accent bollard lighting is about 9 to 11 weeks. The contractor shall confirm the lead time with the manufacturer before submitting the construction schedule. The construction schedule shall include the lead time, order date, and the delivery date. If the Contractor damages the Meeker Street accent bollard lighting during pickup, transport, or installation, the Contractor shall repair or replace the accent bollard lighting to a condition satisfactory to the Engineer. 8-26.4 Measurement Meeker Street accent bollard lighting shall be measured per each bollard furnished and installed. 8-26.5 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 each for ".Meeker Street Accent Bollard Lighting" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to furnish and install the bollard lighting. The bid item price includes but is not limited to: excavation; backfill and compaction, concrete foundation, anchor bolts, base plate, conduits, wiring, connections, testing, and all other items required to have a fully functional bollard lighting as shown on the plans and described in the specifications. The bid item price shall include all wiring, conduits, and connections from the bollard to the junction box. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 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 Meet Me on Meeker/Almaroof 8 - 50 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. Patching material shall be incidental with this bid item price. 8-30 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, and hardware and installation and maintenance of project signs where shown in the plans or where directed by the Engineer. All project signs become the property of the City at the end of the project, and the Contractor shall deliver project signs to the City Maintenance Shop. 8-30.2 Materials Sign shall be 4 feet high by 8 feet wide laminated vinyl face and securely mounted on Dibond aluminum panel or approved equal. Sign posts shall be 4 inch x 6 inch Fir. Meet Me on Meeker/Almaroof 8 - 51 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the sign board. Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12.25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs, as determined by the Engineer, shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the Proposal: The unit contract price per each for "Project Sign" constitutes complete compensation for furnishing all sign(s), labor and materials, installation and maintenance of project sign(s) for the life of the project and removal and delivery of sign(s) to the City Shops. Failure to adequately maintain and deliver the project signs to the City Maintenance Shop after project completion shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS; 8-31 BOLLARDS 8-31.1 Description This work consists of furnishing and installing bollards according to the specifications and details shown on the plans for schedule C. Meet Me on Meeker/Almaroof 8 - 52 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 8-31.4 Measurement Bollards shall be measured per each bollard furnished and installed. 8-31.5 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 each for "Bollard" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to furnish and install the bollard with foundation as shown on the plans and described in the specifications. The bid item price includes but is not limited to: excavation; backfill and compaction, concrete foundation, and all other items required to install the bollard as shown on the plans for the schedule C and described in the specifications. 8-33 TREE/STUMP REMOVAL 8-33.1 Description This work shall consist of cutting and removal of tree(s) and stump(s) identified on the plans or identified by the Engineer. The Contractor shall notify the Engineer of any trees that require removal that are not already shown on the plans. The Contractor shall not remove any trees without prior approval by the Engineer. 8-33.3 Construction Requirements The contractor shall cut and transport trees to an approved off-site location. All stumps will be removed and disposed of by the Contractor off-site. All roots and stumps within a circle of 4 feet radius from the tree's center shall be removed to a minimum 3 feet depth from the existing grade level around the stump, unless otherwise directed by engineer. All shallow roots within 1.5 feet depth that result in raised/ damaged/ cracked sidewalk and driveway shall be removed and disposed, unless otherwise directed by engineer. The contractor shall protect all sidewalks, pavement, driveways, and curbs that are not marked for removal on the plans. Any damage during falling the trees shall be repaired by the contractor with no additional cost. Most of the trees and stumps are located adjacent to overhead and/or underground utilities. The Contractor shall coordinate with all utility providers encountered as required prior to falling trees and stump removal. The contractor shall coordinate with all property owners and residents prior to falling trees and stump removal. The Contractor shall include all cost associated with the above referenced in the unit Meet Me on Meeker/Almaroof 8 - 53 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 contract price for "Remove Existing Landscape Tree" and "Remove Tree Stump„ 8-33.4 Measurement "Remove Existing Landscape Tree" shall be measured per each. Landscape trees (4" to 20") are defined as trees 4" to 20" DBH (diameter breast height, defined as 4' - 0" above ground), and landscape trees (greater than 20") are trees greater than 20" DBH. Other trees requiring removal shall be considered incidental to the clearing and grubbing bid item. "Remove Tree Stump" shall be measured per each. 8-33.5 Payment "Remove Existing Landscape Tree (4" to 20")" "Remove Existing Landscape Tree (_greater than 20"I" The unit contract price for the above items per each shall be full pay for all labor equipment, supplies, materials, and tools required to remove and dispose of existing trees and stumps as directed by the Engineer. The per each price includes removal of the tree stump and the root ball, filling and compacting the remaining void and surface restoration. The unit contract price for "Remove Tree Stump" per each shall be full pay for all labor, materials, tools and equipment necessary for remove and dispose of existing trees stump as shown on the plans. The per each price includes but not limited to, cutting, excavation, stump removal, hauling from site, filing the remaining void, backfill and compaction, restoration, and cleanup as shown on the plans and described in the specifications. 8-34 DUMPSTER ENCLOSURE AND GATE 8-34.1 Description This work consists of furnishing and installing dumpster encloser and gate according to the specifications and details shown on the plans for schedule C. 8-34.4 Measurement Dumpster encloser with gate shall be measured per lump sum. 8-34.5 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 lump sum for"Dumpster Enclosure and Gate" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the dumpster enclosure and gate as shown in the design plans for Meet Me on Meeker/Almaroof 8 - 54 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 schedule C. The bid item price shall include but not limited to: the concrete block, reinforcement, foundation, gate, anchors, concrete slab, excavation, backfilling and compaction, finishing, grouting, and all other items required to complete the dumpster enclosure and the gate as shown in the plans. 8-35 GAS VALVE REQUIREMENTS 8-35.3 Construction Requirements The Contractor shall include Puget Sound Energy (PSE) as an additional insured. The Contractor shall coordinate with PSE representative before adjusting the gas valve. New case and cover, and spacers will be supplied by PSE. The Contractor shall coordinate with PSE Gas Inspector for delivering these parts. PSE Inspector: "Duane Ainsworth" (253) 261-6456 8-35.5 Payment The unit contract price per each for "Adjust Existing Gas Valve Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to adjust the gas valves case and cover to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: removing the existing case and cover, install new case and cover, add spacers as needed, excavating, dewatering, backfilling, compacting, surface restoration, and referencing for future locates prior to final overlay. Any adjustments made prior to the final finished elevation shall be considered incidental. Adding PSE as an additional insured shall be included in this bid item. The case and cover and the spacers will be supplied by PSE. Meet Me on Meeker/Almaroof 8 - 55 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 1000/0 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. Meet Me on Meeker/Almaroof 9 - 1 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 30/o 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: Meet Me on Meeker/Almaroof 9 - 2 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 9-03.21(1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes. 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12" 95 to 100 6" 40 to 60 3" 10 to 20 3/4" 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING The details listed in this section are for schedule A and B. For schedule C, the contractor shall compare the details listed here with the specification and details on the design plans for schedule C. If there are any conflicts, the contractor shall use the specifications and detail shown on the design plans for schedule C. 9-14.1 Topsoil SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1(1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 - 67% sand and/or sandy loam and 33 - 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot's broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. Meet Me on Meeker/Almaroof 9 - 3 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 A. The soil shall meet the following requirements. 1. The mixed soil shall meet the following gradation: Screen Percent Size * 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 9-14.4(8) of the Standard Specifications. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost-amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.1 (1)C Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) ......... 100% Passing 1 mm sieve .................................. 80% minimum Passing 0.15 mm sieve .............................. 15% maximum Meet Me on Meeker/Almaroof 9 - 4 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SECTION 9-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.1(4) Potting Soil Mix Potting Soil shall be a blend of compost made from recycled yard and food trimmings, mixed with bark, coconut fiber or peat, pumice, earthworm castings and organic fertilizers, specifically blended for planter pots. Source should be commercial operation with expertise in production of topsoil, an established method of screening materials to verify no pollutant contamination and that all materials are biodegradable. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.4 Mulch and Amendments SECTION 9-14.4(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4(3) Wood Chip Mulch Wood Chip mulch shall be medium grade composted ground fir or hemlock bark. The bark shall be uniform in color, free from weed seeds, sawdust and splinters. The mulch shall not contain resin, tannin, wood fiber or other compounds detrimental to plant life. The moisture content of bagged mulch shall not exceed 22%. The acceptable size range of wood chip mulch material is 1/2" to 1" with maximum of 20% passing the 1/2" screen. SECTION 9-14.4(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4(8) Compost Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. Meet Me on Meeker/Almaroof 9 - 5 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 9-14.6 Plant Materials SECTION 9-14.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.6(2) Quality Plant material shall be free from disfiguring knots, swollen grafts, sunscald injuries, bark abrasions, evidence of improper pruning or other objectionable disfigurement. Potted and container stock shall be well rooted and vigorous enough to ensure survival and healthy growth. Shrubs shall have full foliage (not leggy). Container stock shall be grown in its delivery container for not less than six (6) months, but not for more than two (2) years. Root bound or broken containers will not be accepted. Bare root, liner and root stock with dried or shriveled roots from exposure will not be accepted. Trees shall meet WSDOT standard "Street Tree Grade" and will be provided with untapped, straight, single leaders, and shall be free of branches to minimum six (6) feet above ground line. Trees shall have full crowns and balanced branching. Measurements, caliper, branching, grading, quality, balling and burlapping shall follow the Code of Standards of the American Associate of Nurserymen in the American Standard for Nursery Stock, ANSI 260.1, latest edition. Measurements shall be taken with all branches in their normal growing position. Plants shall not be pruned prior to delivery to site. SECTION 9-14.6(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.6(3) Handling and Shipping All plant material shall be transported to planting locations with care to prevent damage. Tie back branches as necessary and protect bark from chafing with burlap bags. Do not drag plant materials along ground without proper protection of roots and branches. Protect rootballs from environmental or mechanical damage and water as necessary to keep roots moist. SECTION 9-14.6(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.6(4) Tagging All plant material shall be legibly tagged. Tagging may be by species or variety with minimum of one tag per ten trees, shrubs, groundcovers. Remove all tagging prior to final acceptance. Meet Me on Meeker/Almaroof 9 - 6 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 SECTION 9-14.6(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.6(5) Inspection The Contracting Agency shall reserve the option of selecting and inspecting plant material at the nursery. The Contractor shall provide the Contracting Agency with at least one week notice prior to preparing plants for shipping and delivery. The Contractor shall neither deliver to site nor install plant materials until authorized by the Contracting Agency, SECTION 9-14.6(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.6(7) Temporary Storage Cold storage of plants shall not be permitted. If planting is delayed more than 24 hours after delivery, set balled and burlapped plants on the ground, well protected with soil or wet peat. Adequately cover all roots of bare root material with soil or wet peat. Protect rootballs from freezing, sun, drying winds or mechanical damage. Water plant material as necessary until planted. Plants shall not be stored for more than one week. Longer storage period at project site will result in rejection of plant materials by the Contracting Agency. 9-14.7 Stakes, Guys, and Wrapping SECTION 9-14.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.7(1) Tree Ties 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. 9-14.8 Root Barrier Root Barrier shall be 24" depth, flexible interlocking panels with half- inch (1/2") raised vertical reinforcing ribs, horizontal ground-lock tabs to prevent lifting and double top edge. Panels shall be made from injection molded High Impact Polypropylene (HIPP) with built-in UV inhibitors and a minimum thickness of 0.080 inches. 9-15 IRRIGATION SYSTEM SECTION 9-15 IS SUPPLEMENTED BY ADDING THE FOLLOWING: This section is for the specifications and details for the irrigation systems in schedule A and B. Meet Me on Meeker/Almaroof 9 - 7 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The specifications and details for schedule C irrigation system are shown on the design plans of schedule C. SECTION 9-15.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-15.1 Pipe, Tubing and Fittings All pipe and tubing shall be PVC or approved equal. All sleeving shall be Sch. 40 PVC, except as specified for roadway and driveway crossings, in 8-03.3(3) Piping of these Special Provisions. 9-15.1(2) Polyvinyl Chloride Pipe And Fittings PVC pipe shall be Schedule 40 PVC pipe for the main, laterals and sleeves. All fittings shall be Sch 80 PVC, unless otherwise specified on the plans and in these Special Provisions. SECTION 9-15.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-15.5 Valve Boxes and Protective Sleeves Valve boxes for automatic control valve with extensions as necessary and bypass assemblies shall be grey flared box, HDPE construction with UV inhibitors, heavy duty seat collar, drop in locking, 17"L x 24" D x 12"W with green HDPE drop in locking lid. Valve boxes for quick coupler shall be light duty HDPE with UV inhibitors, 10" diameter flared box with bolt down cover. 9-15.6 Shut Off Valves Shut off valves shall be heavy duty cast brass body and heavy cast iron handwheel, suitable for residential or commercial potable water applications, with screwed bonnet, non-rising stem, solid wedge disc and integral seats. SECTION 9-15.8 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-15.8 Quick Coupling Equipment Quick coupling valves shall be two-piece brass body design, with corrosion resistant steel springs. The quick coupler shall be rated for 5 to 125psi, 10-125 GPM, with locking, thermoplastic cover. SECTION 9-15.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-15.17 Electrical Wire And Splices Electrical Wire shall be #14 OF wire. Direct bury splice kits shall be premium moisture-resistant connectors, max wire gauge 10AWG minimum wire gauge 18AWG, flame retardant. Meet Me on Meeker/Almaroof 9 - 8 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Conduit fittings for steel conduit shall be coated with galvanizing repair paint in the same manner as conduit couplings. Electroplated fittings are not allowed. Steel conduit entering concrete shall be wrapped in 2-inch-wide pipe wrap tape with a minimum 1-inch overlap for 12 inches on each side of the concrete face. Pipe wrap tape shall be installed per the manufacturer's recommendations. Galvanizing repair paint requirements for conduit couplings shall also apply to end bushings. 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 manufacturer's identification, and charpy impact testing (15 foot- pounds minimum at 40F). Nuts and washers for cantilever sign Meet Me on Meeker/Almaroof 9 - 9 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of 1'-0" at the exposed end in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 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 with anti- skid surface. 9-29.2(1)B Heavy-Duty Junction Boxes Box frame and lid shall be hot dip galvanized only with anti-skid surface. 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 Meet Me on Meeker/Almaroof 9 - 10 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Replace "AWG 22" with "#AWG 19". THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. SECTION 9-29.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-29.6 Light and Signal Standards For schedule A and B, the contractor shall use the specifications and details shown in the standard plans for Meeker standard plans. 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 13108. 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 Meet Me on Meeker/Almaroof 9 - 11 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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.I0(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. THE FOLLOWING PARAGRAPHS ARE ADDED TO THE END OF THIS SECTION: Meeker Street standard street luminaire for schedule A and B shall be in according to Kent standard plan 7-25. Meeker Street standard pedestrian Luminaire for schedule A and B shall be in according to Kent standard plan 7-24. The only pre-approved street lighting luminaires for schedule C in 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-FN 1-GNBTX 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 Meet Me on Meeker/Almaroof 9 - 12 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. Scotch TM 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently- applied ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch TM#06147 Electrical Moisture Sealant, or approved equal. SECTION 9-29.13 IS REVISED BY REPLACING THE LAST SENTENCE WITH THE FOLLOWING: 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 Dialite TM, part number 432-1314-001XODI5, or approved equal; green balls shall be Dialite TM, part number 433-2220- 001XL15, or approved equal; green arrows shall be DialiteTM, part number 432-2324-001XODI5, or approved equal; yellow balls shall be Dialite TM, part number 433-3230-901XL15, or 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. Meet Me on Meeker/Almaroof 9 - 13 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 manufacturer's warranty from date of installation on parts and materials will be provided. h. Label: A label shall be provided on the LED housing. The Contractor shall mark the label with a permanent marker to note the installation date. SECTION 9-29.16(2)B 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, Guardian TM 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 Delete the words "12 inch yellow displays shall be dimmed 50% after dark". Meet Me on Meeker/Almaroof 9 - 14 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Refer to WSDOT standard plan IS-22 (sheet 2) for Roadside (Uni- directional) rectangular rapid flashing beacon, and median (Bi- directional) rectangular rapid flashing beacon. 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. Meet Me on Meeker/Almaroof 9 - 15 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. 9-30.2 Fittings SECTION 9-30.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.2(1) Ductile Iron Pipe Cast or ductile iron pipe fittings shall have the same coating, lining and strength as the pipes to which they are connected. Fittings shall be flanged or mechanical joint. Mechanical joint fitting gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21.11. Flanged joint fitting gaskets shall be full face synthetic rubber gaskets appropriate to meet the required pressure rating in accordance with the most current versionof AWWA standard C115/A21.15. 9-30.3 Valves SECTION 9-30.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.3(1) Gate Valves (3 to 16 Inches) Gate valves shall be resilient wedge gate type as manufactured by Clow, American Darling, Waterous, Dresser M&H, Mueller or an approved equal, with epoxy-coated valve interiors. They shall conform to AWWA specifications C-509, and shall have a working pressure rating of 250 psi, unless otherwise specified in the Kent Special Provisions. They shall be iron bodied bronze mounted, non-rising stem, and counterclockwise opening. Valve stems shall be provided with O-ring seals. SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The Meet Me on Meeker/Almaroof 9 - 16 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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. 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 9-30.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6 Service Connections 9-30.6(1) Saddles The body casting of saddles for service connections shall be of malleable or ductile iron, extending at least 160 degrees around the circumference of the pipe at the maximum range and at least 180 degrees when the saddle is tightened on the water main. The saddle body and/or straps shall be stamped with the size range of the saddle. The saddle shall have a groove for the neoprene or nitril gasket in order to prevent gasket movement. The saddle is to be tapped with an I.P. thread. The "U" straps shall conform to the outside diameter of the range stamped on the saddle. Meet Me on Meeker/Almaroof 9 - 17 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 The service saddle shall be manufactured by Smith Blair, Romac, or Mueller. Service saddles shall be either double strapped or stainless steel full circumference band. 9-30.6(2) Corporation Stops All corporation stops shall be Ford ballcorp style. The following Ford model numbers shall be used for the respective sizes stated. Ford Corporation Stops Size Ford Model Number 3/4 inch FB500-3 1 inch FB500-4 1 1/2 inch FB500-6 2 inch FB500-7 Connection to service pipes shall be by Ford pack joints (Section 9-30.6(4)) only. SECTION 9-30.6(3)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(3)B Polyethylene Pipe Polyethylene service pipe shall be iron pipe size (IPS) ultra-high molecular weight, high density polyethylene plastic meeting or exceeding the following standards: ID ASTM D-2239, SIDR-7, and PE 3408, AWWA C-901, AWWA C-800, and National Sanitation Foundation Standards and conforming to all other applicable standards. This polyethylene pipe shall be rated at or above a working pressure of 200 psi. Polyethylene plastic pipe shall have a manufactured stainless steel insert stiffener at all compression pack joints. Driscopipe 5100 Ultra-Lien water pipe is an approved product meeting the above specifications. All other products require approval of the City Water Department after submittal of a sample length of pipe and the manufacturer's product literature. The City is not responsible for the purchase of materials not meeting the above specifications. SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(4) Service Fittings Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack Joint Couplings) shall be used to connect the service line pipe to the corporation stop and meter setter at both ends. When the plans call for the installation of a new service line from the water main to the setter and/or new setter, the connection between the new service line on the private side of the setter and the existing private service line the Contractor shall use an adaptor. If the existing service line is long Meet Me on Meeker/Almaroof 9 - 18 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 Pol eth lene Pi e 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 I 2 inch 2 inch SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING; 9-30.6(5) Meter Setters Meter setters shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have dual-purpose end connections for iron pipe thread male adapters on both ends. The meter setter shall have a brace pipe eye to hold the setter vertical. The setter shall be equipped with an angle shut off valve with padlock wings, and on the outgoing side a Meet Me on Meeker/Almaroof 9 - 19 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 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 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM29 pavements or adjacent to vehicle turning areas Meter Box Meter Size Location Type 1 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas 1 1/2 inch to 2 'Planters Carson 1730-15 inch Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas 3 inch and larger Concrete vaults per Kent Standard Plan 3- 12 'All plastic boxes shall be constructed of black polyethylene. Meet Me on Meeker/Almaroof 9 - 20 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Irrigation Box DCVA or PRV Size Type 3/4 inch to 1 inch and Carson 1324-15G all PRV's Green solid lid 1324-21- Extension Boxes - 6 Carson 1324B-11- inch 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-P21- 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 Invens s SR 3/4 inch Invens s SR 1 inch Invens s SR 1 1/2 inch Invens s SR 2 inch Invens s SR 3 inch to 6 inch Invens s 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. Meet Me on Meeker/Almaroof 9 - 21 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 Section 5 KNT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. STORM 5-1M Catch Basin Type I 5-3M Misc. Details for Drainage Structures 5-4M 20" x 24" Catch Basin Frame 5-5M 20" x 24" Vaned Grate 5-7aM Through-Curb Inlet Frame 5-7bM Through-Curb Inlet Frame 5-9M 20" x 24" Solid Catch Basin Cover STREET 6-33M Cement Concrete Curbs 6-35M Expansion and Contraction/Control Joints 6-43M Commercial Cement Concrete Driveway Approach 6-55M Street Tree in Planter 6-74M Typical Thermoplastic Lane Markings 6-75M Thermoplastic Crosswalk Markings 6-76M Thermoplastic Arrows, Stop Bars & Only Legend 6-79M Typical Bike Lane Markings 6-82aM Sign Post Installation Type A 6-86M City Light Standard 6-88M Downtown Overlay District Gullwing Fixture Light Standard 6-89aM Light Standard Foundation and Junction Box 6-90M Junction Box and Street Light Wire Runs 6-93 Standard Junction Box Types 1 & 2 (2 sheets) 6-98M Induction Loop Details 6-99M Induction Loop Installation Notes 6-100M Induction Loop Placement MEEKER STREET STANDARDS 7-1 Bench Type 1 7-4 Bicycle Rack Type 1 Meet Me on Meeker/Almaroof A - 1 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 NOTES: �( 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH `4Y2"TO 9" AASHTO M 199, (ASTM C 478,&ASTM C 890)UNLESS /DEPENDING OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT ON FRAME STANDARD SPECIFICATIONS. AND GRATE REQUIRED 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES FRAME AND GRATE PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 COMPLY TO AASHTO M 221(ASTM A 497). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"MINIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. S 5 4. ALL JOINTS IN THE BRICKS,GRADE RINGS, RISERS AND CASTINGS SHALL BE SEATED IN MORTAR. PICK HOLES, 6"OR 12" CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE ONE#3 BAR HOOP FOR 6" HEIGHT 6"WEIGHS 200 LBS. LOWEST PIPE INVERT SHALL BE 5 FEET. DEPTHS GREATER TWO#3 BAR HOOPS FOR 12"HEIGHT 12"WEIGHS 580 LBS. THAN 5 FEET REQUIRE UPSIZING TO A TYPE II STRUCTURE. RECTANGULAR ADJUSTMENT SECTION 6. NON-CEMENTIOUS MATERIALS ARE NOT ALLOWED IN SETTING OF FRAMES TO FINAL FINISH GRADE. STATION AND OFFSET POINT WHEN DESIGN AND LAYOUT PROVIDED BY THE CITY OF KENT,UNLESS OTHERWISE NOTED ON THE PLANS MORTAR(TYP.) 3 INSTALL MAX. 44" MANHOLE ADAPTER, #3 BAR "SAND 44" EACH CORNER COLLAR" 21" WHEN PIPE MIN. TYPE I.E. #3 BAR REQUIRES 18" EACH SIDE (TYP.) MORTAR(TYP.) #3 BAR EACH WAY 4" 30 PRECAST BASE SECTION TYPICAL SECTION (WEIGHS 2170 LBS.) PIPE ALLOWANCES NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT PIPE MATERIAL MAX.INSIDE V Y FRE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DIAMETER WAS ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT REINFORCED OR S �I�r THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PLAIN CONCRETE 1z" ti� o CITY OF KENT ENGINEERING DEPARTMENT ALL METAL PIPE 15" KENT CATCH BASIN TYPE I 38296 WA� 1-1.M SOLID WALL PVC ��� GI STr,-� w DESIGNED COK (WSDOT STD. SPEC. 15" ��SIONAL �� DRAWN COK SCALE NONE STANDARD PLAN 9-05.12(1)) CHECKED DATE 10.2015 5-1 M ENGINEER APPROVED #6 BARS @ 7"CENTERS BOTTOM FACE WITH 20"x 24",OR 1"MIN. COVER 3d 30 24"DIAM. �0 2"CLR S„ TYP. 5 \ 6"OR 12" I 2"TYP-1 ONE#3 BAR HOOP FOR 6" TWO#3 BAR HOOPS FOR —T AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING 96"TOP SLAB 1"MIN. A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE 2 1/2"MAX. USED FOR ADJUSTMENT SECTIONS. RECTANGULAR ADJUSTMENT SECTION 20"x 24",OR #5 BARS @ 6"CENTERS 24"DIAM. \\ \\ \ BOTTOM FACE WITH \\ \\ 1"MIN.COVER 2"CLR TYP. \ 46' 2"TYP.— _. . . . . .i 00 72"TOP SLAB l"MIN. CONVERSION RISER 2 1/2"MAX. #4 BARS @ 6"CENTERS \ BOTTOM FACE WITH 1" 34' 2"CLR. MIN. COVER TYP. 20"x 24",OR \." 24"DIAM. 2' MIN. 20" 2"TYP. —� ONE#3 . . . . BAR HOOP — — �- 4" S 48"&54" TOP SLAB CIRCULAR ADJUSTMENT SECTION TYPICAL ORIENTATION FOR ACCESS AND STEPS NOTES: 1. SLAB OPENING SHALL BE 24"X 20" NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FOR RECTANGULAR AND 24" V R.EY AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DIAMETER FOR ROUND. S�oF WAS ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 2. SEE STANDARD PLAN 4-5 FOR STEP, q6�7 �oC� CITY OF KENT LADDER AND GRADE RING. ENGINEERING DEPARTMENT 3.ONLY ONE STYLE OF CATCH BASIN Z � N.j. MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN A CATCH 38296 WA.Hixoro. STRUCTURES BASIN. DO NOT MIX STYLES. �O� Q'Is ��w DESIGNED COK DRAWN COK SCALE NONE STANDARD PLAN CHECKED DATE MAY. 2018 5—3 M APPROVED ENGINEER A A 29 1/4" 5/8"-11 NC 26" BOLT-DOWN HOLE 24 1/4" (2 PLACES TYP.) 22 1/2" ° ° TOP VIEW 1 5/8"TYP. 20 1/4" �7/81 TYP. 1 1/4" 1 5/8"TYP. MIN. 3 3/4" 1 4 1/2" 77-7 I � ���--2 1/2" 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 vFRE1 AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 1 A r� W 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 � Z KENT 20"X 24" "d 38296 WASH-OTON CATCH BASIN FRAME isT g .�� DESIGNED COK SCALE NONE STANDARD PLAN CS�,S,IONAL �'�Cs DRAWN COK CHECKED DATE APRIL. 2015 5—4 M APPROVED ENGINEER TO Ills U EAM 5 3" " 5" 3" 1 3/8"TYP. 20" lzzl -4n I --Z, 1 TOP VIEW END VIEW 24" 1 1/4" 1 5/8" 1 5/8" 1/8" R. 2 1/4" 1/2"INSET DIRECTION OF FLOW HEX SOCKET — 1 5/8" — I -- 15/16" 3 1/2"R. 5/16"R. � 5/8" PARTING LINE FRONT VIEW VANE DETAIL 2" NOTES: 1 1/4" 3/4" 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. 5/8"-11 NC-2A 2. PROVIDE 2-5/8"DIAMETER STAINLESS STEEL ALLEN TYPE STAINLESS STEEL �BOLTS COUNTER SUNK FLUSH WITH COVER. SECURING BOLT T2" 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS , "OUTFACE TO STREAM". 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED I —1/2" 5/8" UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS. SLOT DETAIL 5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. SLOT FORMED AND RECESSED FOR 5/8"- 11 NC x 2" 6. GRATE SHALL BE LOCKING. S.S.SOCKET HEAD(ALLEN HEAD)CAP SCREW. 7. BI-DIRECTIONAL VANED GRATES ARE REQUIRED WHEN LOCATED IN A LOW-SPOT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S���WASY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �'I,�,�f� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT O T 20" x 24" 38296 WASHINurcw VANED GRATE DESIGNED COK �S�IOIVAL E�rS� DRAWN COK SCALE NONE STANDARD PLAN CHECKED DATE APRIL. 2018 G APPROVED ENGINEER J 28" m j• 'l 50 TYP. M CO 2 1/8" e\i rn 4" Nam, A A - .-i N � N .y 4" DRILL&TAP TWO m 5/8"TYP. 5/8"-ll NC HOLES PLAN VIEW THRU FRAME SECTION B-B HOOD ATTACHES AS SHOWN MIN. DRAFT F_ 3/4" ON THIS SIDE M 18' 3 1/20 v N 1 9/16' C N r-4 C L N N 20" M 28„ 1 SECTION A-A 6" NOTES: HOOD DETAIL 5" SEE NOTE 4---� 1. FRAME AND HOOD CAST IRON ASTM A48 CL30 H-20 LOADING. ji2. USE 18"x24"VANED GRATE. 3/4" "R 3. AT LOW POINTS USE 18"x24"2-WAY VANED GRATE. 1 °' 10° �1 4. HOOD SHALL BE NON-SLIP. 5. BOLT,WASHER AND NUT SHALL BE GALVANIZED OR CORROSION RESISTANT. 2-1" DIA. HOLES FOR 6. THRU-CURB FRAME LOCATIONS SHALL BE TWENTY-FIVE(25)FEET AWAY FROM 3/4"BOLT,WASHER 6" ANY P.C.OR P.T. OF CURB RADII. &NUT,SEE NOTE 5. SECTION C-C NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WAsY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �w OF THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. ti� o CITY OF KENT cQ ENGINEERING DEPARTMENT v KENT THROUGH-CURB 38296 w�.x "nr • INLET FRAME IiSTER .���� DESIGNED COK SCALE NONE STANDARD PLAN S�IOIVAL F DRAWN COK CHECKED DATE APRIL. 2018 5-7aM APPROVED ENGINEER 1/8"X 2"DUMMY JOINTS a PLANTING STRIP OR SIDEWALK B B Z) W U k I � Z C7 I OU o2S 5'MIN.TO 5'MIN.TO EXPANSION JOINT 5 EXPANSION JOINT ROADWAY SURFACE a SECTION A-A 1/8"X 2" DUMMY JOINTS 5' MIN.TO F 5'MIN.TO EXPANSION EXPANSIONJOINT JOINT NOTES: SECTION B-B 1. FOR INSTALLATIONS AT LOW POINTS USE 2-WAY VANED GRATE.OTHERWISE, USE STANDARD VANED GRATE. 2. CURB AND GUTTER 5'EITHER SIDE OF CATCH BASIN SHALL BE POURED AT THE TIME OF FRAME AND GRATE INSTALLATION. 3. THRU-CURB FRAME LOCATIONS SHALL BE TWENTY-FIVE(25) FEET AWAY FROM ANY P.C.OR P.T.OF CURB RADII. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S�� RASP ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �w 0 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF ENGINEERING KENT DEPARTMENT � Z KENT THROUGH-CURB d 38296 WASHI"OTOM INLET INSTALLATION ISTE��� � DESIGNED COK 41gIONAL DRAWN COK SCALE NONE STANDARD PLAN CHECKED DATE APRIL. 2018 rJ 7 b M APPROVED ENGINEER 24" 1/2"INSET D B HEX SOCKET 15/16" 7 D 5/8" 8 LEVELING PADS 3/4"0/4"xl/8"THICK ( — 2" rC 1/2"STEEL LIFT F ANDLE 2 1/2" DIA. - - _J L - - — — — 5/8"-11 NC-2A _ DRAIN _N STAINLESS STEEL A SECURING BOLT q 1 1/4" E.- C II II I G II I I 1 7/8" 2 1/8" B SECTION B-B 1/4" PROVIDE 5/8"DIA. BOLTS&TAP FRAME FOR LOCK DOWN LID 5" PLAN 3/4 4 3/4" 3/4" 4" 3 11 1/2 5/8" 1/2' DIA. 3/4" DIA. 11/4'" HANDLE HOLE SECTION A-A SECTION C-C NOTES: 11/16" co 1. WHEN SPECIFIED ON THE APPROVED PLANS,THE SOLID METAL COVER FOR 1/4" 1-3/16" DIA. SLOT CATCH BASIN SHALL BE FURNISHED IN PLACE OF A 20"X24"GRATE. 2. RAISED DESIGNS OTHER THAN THE DIAMOND DESIGN SHOWN HEREON °�° MAY BE USED IF APPROVED BY THE ENGINEER. COVERS IN WALKWAYS SHALL BE NON-SLIP. 00 3. CAST IN THE LETTERS"DRAIN"IN 2"RAISED LETTERS, 1/8"HIGH, 4. TO BE USED WITH FRAME SHOWN IN STANDARD PLAN 5-4. 3/4" 1/8 5. PROVIDE 2-5/8"DIAMETER 1 1/ SECTION D-D STAINLESS STEEL ALLEN TYPE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT BOLTS COUNTER SUNK FLUSH AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WITH PLAN CO FOR(SEE STANDARD BOLT-DOWN CATCH S�pF R S Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �I f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, BASIN FRAME). 'Q � GY C� o CITY OF KENT 6. FRAME: CAST IRON ASTM A48 COD, - \ ENGINEERING DEPARTMENT CL30,COVER: DUCTILE IRON Z • ++ ++ ASTM A 536 GR 8055-06 H-20 KENT 20 x 24 RATED, d 38296 W­IMO SOLID CATCH BASIN COVER �6 a,ISTER � DESIGNED COK NAL F�Ol DRAWN COK SCALE NONE STANDARD PLAN IO CHECKED DATE APRIL. 2018 5-9 M APPROVED ENGINEER 12" 6" 9" 10" g2 1/2" 5" 2 1/2" tO P ~\ EPDXY f LL ADHESIVE r o FOR FRESH ui CONCRETE o IR. lR COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 181, COMBINED CURB AND GUTTER 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL 10" 2" 3i_1/2" 5'-0"HAND TROWELED 1,5% TAPER SECTION 1%MIN. - 2%=� a 6" 24" ROLLED CURB � H iO SIDEWALK 411f 12" MAINTAIN EDGE 24" OF CONCRETE CURB, ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL 1 2 LIP BETWEEN GUTTER AND CURB— URB *1/2"OR**1" *}SRO? st ;Y 12" 6" 12" 6" ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, UNLESS WITHIN DRIVEWAY SECTION,SEE FACE OF CURB SHALL DRIVEWAY STANDARD PLANS. NOT EXTEND BEYOND THE FACE OF 2. ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC. GUARDRAIL TOWARD THE TRAFFIC LANE 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION,THE GUTTER PAN WILL MATCH THE 8„ ADJACENT PAVEMENT SLOPE. 1 1 2" 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. ' 7 `' VARIES 5. FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BE SET TRUE TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �FF NL WA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PAVEMENT q OF SI�j�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. EXTRUDED CURB UNDER GUARDRAIL t�� '� p�� CITY OF KENT ENGINEERING DEPARTMENT � Z KENT CEMENT CONCRETE 38296 9 �4 WASHIXOTON CURBS l0� �aI T � ,�V DESIGNED COKDR SCALE NONE STANDARD PLAN �S�IOIVAL ���1 CHECKED SPS DATE JUNE. 2018 APPROVED ENGINEER 6-3 3 M 15' MAX. BROOMED FINISH PERPENDICULAR EXPANSION TO PEDESTRIAN TRAVEL(TYP.) JOINT(TYP.) 5' S' S' SEE DETAIL"A"-,,, 4"SHINE 2"SHINE FINISH \ FINISH SIDEWALK \ \\\\ \ EXPANSION WIDTH VARIES \ \ JOINT(TYP.) SEE DETAIL"A" PLANTER STRIP CONTRACTION/CONTROL \\ (WHEN REQ'D) 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._//�� 15'MAX. 4„ i 2" SHINE FINISH SHINE FINISH i I I I 4„ 4„ 2" 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 15'O.C. SEE NOTE 1 JOINT, 5'O.C.SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION- 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL 4" 1.5% DRIVEWAY SHINE FINISH SIDEWALK if 4"CONCRETE PER WSDOT 4" STD.SPECIFICATION 8-14 /4r"'MI2"CRUSHED SURFACING " '` 2TOP COURSE ' 3/8"x FULL DEPTH CURB, GUTTER AND SIDEWALK CROSS SECTION NT CONCRETE DRIVEWAY APRON AND EXPANSION JOINT GUTTER FOR RESIDENTIAL DRIVEWAYS. MATERIAL,SEE 8"REINFORCED CEMENT CONCRETE APRON AND NOTE 1 NOTES: GUTTER FOR COMMERCIAL DRIVEWAYS. 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT DRIVEWAY CROSS SECTION 15'O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD.SPECIFICATION SECTION 9-04.1(4). 8. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4"WIDE BY 25%SLAB DEPTH; 1" DEEP AND OTHER APPURTENANCES WITHIN THE SIDEWALK FOR 4"SLAB, 1.5" DEEP FOR 6"SLAB,2"DEEP FOR 8"SLAB, AT 5'SPACING. LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB&GUTTER AND SIDEWALK AT SIDEWALK. SUCH APPURTENANCES SHALL NOT BE P.C. &P.T.AT ALL CURB RETURNS AND ALL ANGLE POINTS. PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. FORM AND SUB-GRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 5. EXPANSION JOINTS IN SIDEWALKS AND ��FWA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CURBS SHALL BE ALIGNED WITH EACH �v OF wA�$I THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. OTHER AND NOT OFFSET. q S o� CITY OF KENT ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE Z EXPANSION AND SHALL BE 1.5%. KENT 7. WHERE SIDEWALK CROSSES HYDRANT �� 38296 w4 ""•""°TON CONTRACTION/CONTROL JOINTS LATERAL; CENTER 3'WIDE PANEL �h �aI STD' ZS� DESIGNED COK SCALE NONE STANDARD PLAN ACCROSS LATERAL,USE EXPANSION �S�IpNAL E DRAWN CHECK D SPs DATE JUNE. 2018 JOINT,SEE KENT STANDARD DETAIL 3-1., APPROVED ENGINEER 6-35M SIDEWALK r PLANTER DRIVEWAY WIDTH AS SPECIFIED ON PLANS. 30'MAX. STRIP OR A SIDEWALK FIRE HYDRANTS,STREET LIGHTS, UTILITY POLES,GUY WIRES AND 6'MIN. ' OTHER OBSTACLES MUST BE A RELOCATED 5'MINIMUM FROM THE DESIGN VEHICLES TURNING RADIUS EXPANSION JOINT LIMITS FOR 8"THICK (TYP.)SEE NOTE 3 REINFORCED DRIVEWAY SEE NOTE 2 V-6" *VARIES 5'•0"MIN. ..—1/2"TYP, 4"CLEAR TYPICAL 1"FOR REVERSE 8- SLOPE DRIVEWAY 6" 12g}o ,NX. _1.5�I0 NOTES: l 1. CONCRETE WITHIN 8"THICK LIMITS j ^^" CRUSHED SURFACING TOP COURSE SHALL BE PORTLAND CEMENT 8-1 4"MIN.DEPTH CONCRETE MIX WITH A 2-#4 BARS— 2"CLEAR FROM SUBGRADE COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING #4 BARS AT 12"EACH WAY;WIRE TIED AT EACH BRUSHED TRANSVERSELY WITH A FELT,6 MIL PLASTIC OR INTERSECTING POINT; SUPPORTED BY 2"SQUARE FIBER OR WIRE BRUSH,"BROOM APPROVED EQUAL MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" FINISH". AND 3'MAXIMUM SPACING OF SUPPORTS. BAR SHALL EXTEND BEYOND CONSTRUCTION JOINTS 2. ALL UTILITY APPURTENANCES WHICH AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF SECTION A-A STORM DRAIN CATCH BASINS SHALL `DIMENSIONS PER ROADWAY CLASSIFICATIONS CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 3. EXPAN'SION JOINTS SHALL BE PLACED AT 15'MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK, AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE FR ), ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. ENTERING SIGHT DISTANCE SHALL IS C3 f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND 4� DETAILS 6-50 THRU 6-54, CITY OF KENT ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE _ COMMERCIAL CEMENT CONCRETE' SHALL BE 1.5%MAXIMUM AS '% KEN DRIVEWAY APPROACH MEASURED WITH A CALIBRATED 38296 WANN;NOTON „fy ,�, SMART LEVEL. C3 'O1 2 6ESIGNED c +' S Pfi+" DRAWN COK SCALE NONE STANDARD PLAN CHECKED COtt DATE t O f2019 �_ M APPROVED 5' MIN. Q 5' MIN. FACE OF CURB TRUNK TREE B a 2-6 2'-6" B Y J Z wX�'\ 2X4, TRUNK ROOTBALL ROOT GUARD; "DEEP LAG BOLT, ROOT", "BIO-BARRIER" WASHER AND OR EQUIVALENT MIN. TREE TIE OR SIDEWALK 10'L x 2'D CENTER METAL BAND LENGTH ON TREE, 4" DIAMETER EACH SIDE UNDER BOTH SIDES OF WATERING TUBECONCRETE FRAME TREE STAKE AND GUY PLANTER STRIP P CONCRETE FRAME WIRE PARALLEL TO ROOTBALL TREE WELL WALK AND CURB PLANTER STRIP 5'TREE WELL CONCRETE FRAME AROUND ALL STREET TREES WITH TREE GRATES 2-APPROVED 1.5"TO 2.5"CALIPER D.I.TREE GRATE COMMERCIAL STREET TREE TYPICAL 4"IRRIGATION RISER TREE TIES 2-2"x2"x12'STAKES PLACEMENT OR WATERING ATTACHED TUBES.TWO PER TREE w LOOSELY TO ATTACHED TO TREE REQUIRED, 24" DEEP(TYP.) ALLOW FOR WITH LOOSELY MINOR SWAYING TENSIONED APPROVED J8,E TREE TIES. INSTALL 3" LAYER OF z PARALLEL TO WALK AND w BARK MULCH m CURB(NOT AS SHOWN) o v PLANT ROOT BALL SO 10'' 9.5" 9 5" 10" THE BOTTOM OF THE ` TREE TRUNK IS z SLIGHTLY ABOVE FINISHED GRADE ROOT BALL o ROOT BALL TYPICAL 4"IRRIGATION 18"DIAMETER RISER PLACEMENT OR INSTALL 2 2X4'S 1;r SEE NOTE 3 UNDER -- WATERING TUBES.TWO J PER TREE REQUIRED, CONCRETE FRAME SEE NOTE 3 Q 3' LAYER -_ - OF BARK 24" DEEP(TYP.) 24" DEEP ROOT BARRIER BELOW BOND BREAK o MULCH FINISHED GRADE MATERIAL AS MANUFACTURED BY"DEEP ROOT", in CURB AND "BIO-BARRIER"OR EQUIVALENT, 10' LONG, y� GUTTER r UTTE CENTERED ON TREE,SEE KENT STANDARD PLAN 6-36Minii,, f TREE WELL SECTION A-A r 4/� _ r NOTES: -2' 6" -24' DEEP ROOT 1. SEE STANDARD PLAN 6-36 FOR DOWNTOWN SIDEWALKS. 1 = BARRIER BELOW } — BOND BREAK 2. IF TREE IS LOCATED BEHIND THE SIDEWALK,A ROOT BARRIER ROOT _ - MATERIAL AS SHALL BE INSTALLED AT THE EDGE OF THE SIDEWALK. 1=1BARRIER'== - — — MANUFACTURED (TYP) BY"DEEP ROOT", 3. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM TREE - BIO BARRIER"0 PITS. INSTALL 12 INCHES OF PLANTING SOIL AROUND ROOT ELECTRICAL CONDUIT,WATER EQUIVALENT, 10' BALL CONSISTING OF 75%SANDY LOAM AND 25%ORGANICS. SERVICES, ETC. SHALL BE PLACED LONG,CENTERED FILL REMAINDER OF TREE PIT WITH NATIVE SOIL. OUTSIDE THE TREE ROOT BARRIER ON TREE PLANTER STRIP SECTION A-A 4. IN TREE WELLS,THE ROOT BARRIER SHALL BE PLACED ALL AROUND THE TREE PIT NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AND STAPLED TOGETHER. FREY AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE S OF WASh. ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. FOR BURLAP GROWN TREES THE BURLAP �� I��r� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. SHALL BE REMOVED AT PLANTING TO t.� z? o CITY OF KENT A DEPTH OF AT LEAST THE ROOT BALL, = ENGINEERING DEPARTMENT DO NOT BURY BURLAP IN PIT. Z • 6. FOR CONTAINER GROWN TREES ALL KENT STREET TREE IN PLANTER ROOT BOUND ROOTS SHALL BE CUT �O� ��a1j8T � WA8N1NOTON AND SEPARATED. DESIGNED COK SSjONAL � DRAWN COK SCALE NONE STANDARD PLAN CHECKED DATE 7. NO PRUNING OF THE TREES AT PLANTING. NoyEMeE 2015 6-55M APPROVED ENGINEEERR 1 10' 30' TRAFFIC DIRECTION 0 0 0 0 0 0 00 0 4"GAP VARIES (300'MAX.) 2.5' S TWO WAY LEFT TURN LANE 0 0 0 0 0 0 0 0 0 TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 8"WHITE LINE 0 o TYPE 2W RPM TYPE 2YY RPM a o 4"GAP 4"GAP 20' 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION 11' 30' TRAFFIC DIRECTION 0 0 0 TYPE 2Y RPM 11' 30' 4"YELLOW LINE o a =TYPE TRAFFIC DIRECTION W RPM 4' WHITE LINE SKIP CENTER LINE TRAFFIC DIRECTION LANE LINE 6' 8' 0 0 0 0f—TYPE 2W RPM 4"GAP 8"WHITE LINE 4"WHITE OR YELLOW LINE DOTTED WIDE LINE EDGE LINE 3' 9' TRAFFIC DIRECTION ly 21(TYP.) LINE YELLOW BARRIER TYPE 2W RPM�B� 80 1" p p 8"WHITE LINE � � DROP LANE LINE 0 0 18"-TYPE 2Y RPM'S EQUALLY SPACED .�F F REY TRAFFIC DIRECTION S�OF WAgNI�� BARRIER LINE CITY OF KENT =�$ ENGINEERING DEPARTMENT NOTE: � KE S T TYPICAL LANE MARKINGS 1. RAISED PAVEMENT MARKERS(RPM'S) .0� 38296 w� w......T.. SHELL BE INSTALLED PER WSDOT p �tr2� DESIGNED COK STANDARD SPECIFICATIONS 8-09, �� ISTER 1� DRAWN COK SCALE NONE STANDARD PLAN 9-02.1(8),9-26.2 AND 9-21. S�IONAL E�� CHECKED DATE JUNE 2018 6-74M APPROVED Cm ENGINEER Q 0 24"WHITE THERMOPLASTIC Q CROSSWALK LINE EQUALLY � SPACED(TYP) w w s s c-1i UP 24" w l I I � i z of I 1 1 of I I I8' of I ofI 0Lu cc! I I I LuI I 4'(TYP) 12" I I I I I 12"-24"WHITE STOP LINE, TIRE TRACKS(TYP.) WIDTH AS DIRECTED BY THE ENGINEER *TYPICAL 4 LANE ROADWAY CONFIGURATION *NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE THERMOPLASTIC. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ()SEPz, AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 17 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WAS �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. O ti� o O CITY OF KENT Q = xj ENGINEERING DEPARTMENT tz7 KENT THERMOPLASTIC CROSSWALK 21493 4 W-HING,o" MARKINGS O GI TER '� DESIGNED COK NAL � DRAWN COK SCALE NONE STANDARD PLAN CHECKED DATE JANUARY 2018 6 75 M APPROVED ENGINEER nn 0 3'-2 0o 5'-9" 1' 8" 3'-0" 0 0 0'-6 N O / Cl Li .. 0'-6 0'-6" NOTES: 1. THERMOPLASTIC TYPE'A' MATERIAL SHALL BE USED, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22, MATERIALS PER WSDOT 9-34. 2. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. 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 LENGTH VARIES ��pF WASkI THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT 12"-24"WIDE WHITE STOP BAR, Z �./KENT THERMOPLASTIC ARROWS, WIDTH AS DIRECTED BY THE ENGINEER W ,„,„o,o„ STOP BARS & ONLY LEGEND STOP BAR DETAIL �p� 41 38 TER � DESIGNED coK �I �� SCALE NONE STANDARD PLAN DRAWNCOK SgIONAL � CHECKED DATE DUNE. 2018 6-7 6 M APPROVED ENGINEER W (J Z Z J z 1 m oL � < U U W Z w O g O w LL. cr Q O W J 0 W 3 a v a z x M W QO Y > m W Q Z _ � W J Oz cl� W J U m LL � v ,.0-�9 O 8 Z J W to CDz V� Y -----------------1-4 � Q' m W Z Q N W J U Y z ~ Q = J cWl ��0-�9 m O guu Q QLuz Go Z 2 Z Lu mQ o W DOLu ' Z c EtYnO2w w � � � n w to HO ¢ � p - W LJ d � z � � :: a o a i LU N Lu _ W J Lu O 6J f m r� � ..... 0 m F g� N H < ID L „0,9 J w 5p `° O Mn -' < -30 Z J Z ¢ W K W 0 W J ¢ ¢ w ¢ ¢ ¢ m W w W Z d ¢ J¢ z L.uY g o o O v z NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT m Y w of a � o FFREY AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE EO ¢ ¢ u z � �� WA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 0- z z U) pF I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. o Y Y v of r �o CITY OF KENT }i m in U w >- ¢ � [�} ENGINEERING DEPARTMENT ce ¢ w Lu w g z Z o a w o KENT TYPICAL BIKE LANE L U w .o W.a„,„oro„ MARKINGS w w w w uj Y t 38296 �� m m ¢ ¢ U-) co ¢ � �� GIST F' �� DESIGNED DWH YI O O O O O �SSIONAL E DRAWN 88 SCALE NONE STANDARD PLAN CHECKED DATE 6-7 9 M APPROVED ENGINEER ATTACH SIGNS 30"AND UNDER WITH 2 DRIVE RIVETS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS,SEE NOTE 6 ® SEE NOTES 9 AND 10 I SS 0.030 BAND-IT BRACKET OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2", 0 14 GAGE.ALL HOLES o PRE-PUNCHED 0 0 o 3" CORNER BOLT, o SEE NOTE 6 0 a 0 FINISHED GRADE X 0 5/16"X 1"SS `\ "\\' o \\ \\\ BOLTS WITH 0 ` SS WASHERS ° o 0 L—SET FOUNDATION ON 0 \ UNDISTURBED NATIVE SOIL 0 OR COMPACTED MATERIAL ° SET ANCHOR PLUMB AND ° TRUE,SEE NOTE 3 3 0 CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT 0 POURED IN PLACE AROUND STANDARD OR SIGNAL POLE ° ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING 6" THE ANCHOR MIN. NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE,OR 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE TL070M.JAMNUTS TL062 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8"DIAMETER HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS, 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B MAY BE 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE USED; ONLY IF APPROVED BY THE CITY OF KENT.ANCHOR MAINTAINED BY THE PROPERTY OWNERS. SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2"FROM TOP. FINISH SHALL BE ZINC HOT DIPPED 9. ALUMINUM SIGN BLANK THICKNESS; GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B,7 WARNING AND REGULATORY 30"AND UNDER-0.080". GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM 1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 SCHOOL SIGNS-3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE LEGENDS,SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16"DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �FFREY AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE S �F WA kI�� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT Z ENGINEERING DEPARTMENT • T SIGN POST INSTALLATION 38296 KEN TYPE A .Ao��S IST � DESIGNED COK �IONAL �� DRAWN COK SCALE NONE STANDARD PLAN CHECKED DATE FEBRUARY, 2018 ^Q APPROVED ENGINEER L BRACKET OR MAST ARM LENGTH 2" N.T.S. SHOWN ON STREET LIGHTING PLANS SLIP FITTER WIRE HOLE WITH Z' POLE CAP ALLOY 43 1"I.D. RUBBER 20 WITH S.S. SCREWS GROMMET SEE DETAIL 6-86A FOR STRAIN RELIEF 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 MOUNTING SATIN GROUND FINISH HEIGHT SHOWN ON STREET LIGHTING PLANS 3'-6"MIN. 2'-0"MIN. SIDEWALK DRIVEWAY I _ z `V MAX. FACE GROUND LUG WITH NO. 151 HANDHOLE(4"x6"NOMINAL) 10' MIN. OF DIAMETER HOLE OPPOSITE I ALLOY 356.T6 NON-FLUSH WITH COVE LUMINAIRE CLEARANCE CURB HOLE AND S.S. HEX. HEAD SCREWS(FRAME FROM DRIVEWAY HANDHOLE TAPPED 1/2".13 NC FOR GROUNDING). MOUNT ON SIDEWALK SIDE PLAN VIEW BASE FLANGE ALLOY 356.T6 WITH BOLT COVERS AND S.S. HEX. HEAD SCREW zo GROUT BETWEEN BASE FLANGE AND FOUNDATION IF A BREAKAWAY COUPLER IS NOT REQUIRED I i I SEE CURB AND GUTTER DETAILS FOR ADDITIONAL INFORMATION BREAKAWAY COUPLER SEE SECTION 6.14.0 AND STANDARD PLAN 6-89 FOR FOUNDATION AND]-BOX. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �FFREY AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE NOTES: pF WASj�r ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 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 w� KENT CITY LIGHT STANDARD COUPLINGS ARE USED. O �G r`7� I ST✓� 1'� DESIGNED COK S�IONAL Fi DRAWN COK SCALE NONE STANDARD PLAN CHECKED DATE FEBRUARY. 2018 APPROVED ENGINEER 8 Y Y RPA R1.47 2.16 4.19 3.27 1.66 v ri N c�NOTES: GARDCO GULLWING GI8 1, GARDED GULLWING GI8 LIGHT FIXTURE USED IN THE CITY OF KENT DOWNTOWN OVERLAY ROUND POLE ADAPTER(TYP) DISTRICT. SEE STANDARD PLAN 6-8a FOR BOUNDARIES. 2. COBRA HEAD TYPE FIXTURES ARE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT REQUIRED ON SR 516(WILLIS AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE STREET) BETWEEN SR 167 AND ��FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CENTRAL AVENUE. OF WAs�I�j THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 0 ' ENGINEERING DEPARTMENT DOWNTOWN OVERLAY KENT DISTRICT GULLWING t� °'—...— FIXTURE LIGHT STANDARD COK STE��O �� DRAWN DESIGNED COK SCALE NONE STANDARD PLAN �SSIONAL � CHECKED DATE JUNE. 2018 6-88M APPROVED ENGINEER CITY LIGHT STANDARD,SEE KENT STANDARD ROADWAY PLANS 6-86,6-87,6-88,6-90,6-91,6-92 A OFF-SET DISTANCE SHOWN ON THE LIGHTING PLANS T-6"MIN. O d Q' . . d a SEE NOTE 2 \/\\/\\/\\/ 6" TYP. I° e //\///\�//\//\ \/\ a BOLT PATTERN TO BE SUPPLIED a a °o a w�yvw/jj��/A�/� BY THE LIGHT STANDARD \/\/�/ ✓\/�/SIDEWALK MANUFACTURER p ` a /i\!i\\!i\!i,\ii,\/i a ° r 3'SQUARE OR ROUND PLANTER \� a d �A�VVAA VAA VAAVA a d '�% //V\ 4"THICK CONCRETE a \\ FACE OF CURB vvivvi�vivviyv vivviv vvr?wvi�vvivvi�wvivvivvivvivvivvivviwi A PLAN VIEW WSDOT JUNCTION BOX TYPE 1 FOR LIGHTING CONDUITS,TYPE 2 IF 1'-6" V-6" LIGHTING AND COMMUNICATION DIMENSION SHALL MATCH THE ENTER THE SAME JOX BOX, REQUIREMENTS OF THE APPROVED SEE NOTE 2 BREAKAWAY COUPLING L I `\//\j d a p \\\//\\/ d �\//�\//�\/ a 4"THICK CONCRETE z y GROUND WIRE WITH COIL N (GROUND LID TO BOX) z a 6"MIN. 5/8" MINUS CRUSHED ROCK a a d PVC CONDUIT TO NEXT JUNCTION BOX 2"MINIMUM DIAMETER SCHEDULE 80 PVC CONDUIT 4' a CONCRETE CLASS 4000P 4 EACH a #7 REBAR 4 EACH#4 REBAR EQUALLY ` SPACED HOOPS d a G' p NOTES: SECTION A-A NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1. ALL MATERIALS AND WORK SHALL AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CONFORM TO THE CITY OF KENT AND FFREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE STATE OF WASHINGTON DESIGN OF WAS�I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. STANDARDS. ti� o CITY OF KENT = 2. LOCKING LID STANDARD DUTY ENGINEERING DEPARTMENT JUNCTION BOX PER WSDOT Z • LIGHT STANDARD FOUNDATION STANDARD PLAN 3-40.10 SHEETS 1 KENT AND JUNCTION BOX AND 2.ALL LIDS SHALL BE � 38296 wow w...."orcw TACK-WELDED AT TWO POINTS FOR �� �GISTV,I � DESIGNED CGK SECURITY AFTER THE FINAL �S (y�l DRAWN COK SCALE NONE STANDARD PLAN INSPECTION AND ACCEPTANCE. SIONAL 1� CHECKED DATE MARCH 2O18 6-89a M APPROVED ENGINEER 4"THICK CONCRETE PAD EXTENDING A STREET LIGHT STANDARD WILL BE LOCATED MINIMUM BEYOND THE JUNCTION USING THE OFFSET DISTANCES SHOWN ON BOX AND FOUNDATION,ALL SIDES THE STREET LIGHTING PLANS.SEE STANDARD BEHIND SIDEWALK,IN PLANTER PLANS 6-87 AND 6-89 FOR STREET LIGHT JUNCTION BOX OPTION FOUNDATION DETAILS NOTES: (PREFERRED OPTION) ° IN SIDEWALK c JUNCTION BOX 1. SPLICES AND TAPS SHALL BE MADE WITH �lQ 6 d Q4 OPTION,SEE NOTE 2 SOLDERLESS UNINSULATED CRIMP CONNECTORS TO SECURELY JOIN WIRES BOTH MECHANICALLY AND ELECTRICALLY. �� G THEY SHALL EMPLOY THE FOLLOWING °d ` MOISTURE BLOCKING INSULATION: SCOTCH 2210 VINYL MASTIC, FOLLOWED BY AN OVER WRAP WITH A MINIMUM OF TWO a d ` HALF-LAPPED LAYERS OF SCOTCH VINYL ELECTRIC TAPE SUPER 88 AND A FINAL LAYER d a ° OF CONSISTENTLY APPLIED SCOTCHKOTE ° L ° 054007-14853 ELECTRICAL COATING. ° d CURB AND GUTTER d d C - 2. JUNCTION BOXES PLACED WITHIN SIDEWALKS SHALL CONTAIN A SLIP RESISTANT SURFACE. REFERENCE KENT a STANDARD PLANS 6-89a AND 6-89b.THE BOX SHALL BE COMPLETELY SURROUNDED OR a POLE AND ENCASED IN A MINIMUM 6 INCHES OF 4 INCH BRACKET THICK CONCRETE AND THE LID SHALL BE CABLES, 2#10 TACK WELDED AT TWO POINTS FOR WIRES SECURITY. WATERPROOF IN-LINE FUSE QUICK DISCONNECTS WSDOT GROUND JUNCTION BOX,SEE KENT STD. SPECS. 9-29.7(2) FNM 5 LUG/E6-38 RING STANDARD PLANS 6-89-6-93, AMP FUSE OR APPROVED EQUAL I TERMINAL GROUND LID TO BOX WITH #6 GROUND WIRE STREET LIGHT STANDARD 3M MOISTURE SEALANT TAPE (SEE NOTE 1)AND BUTT SPLICE CONNECTOR PART YC4C6 #6 OR#8 BARE GROUND WIRE BURNDY CONNECTOR YC4C8 I 2"DIAMETER SCHEDULE 80 PVC CONDUIT OR APPROVED EQUAL UNLESS A LARGER DIAMETER IS SHOWN YC4C6,YC8C8 AS NEEDED ON THE STREET LIGHTING PLANS SPARE 2"DIAMETER SCHEDULE 80 PVC CONDUIT WITH #8 UNINSULATED TRACER WIRE AND 1/4"NYLON PULL ROPE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE TREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT INSTALL A THREE WIRE pF WAShI THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. 240 VOLT SYSTEM. q � �� CITY OF KENT GROUND OR NEUTRAL WILL CQ ENGINEERING DEPARTMENT START AT THE PUGET SOUND Z-) ENERGY SERVICE POINT KENT JUNCTION BOX AND 38296 w� WASHINOro" STREET LIGHT WIRE RUNS 0� �G jS'I'�i DESIGNED COK �� SCALE NONE STANDARD PLAN DRAWN COK SSIONAL � CHECKED DATE JANUARY 2018 6—9 0 M ENGINEER APPROVED A LID FRAME- 3/16 C 1"xl"Xl/4" 3/16 TY LID E 1 2 1 3/16 3/16 V {TYP. LID SUPPORT, SEE NOTE 3 IW„S SEE NOTE 7 HOOK-L 1"Xl"X3/16", o �~ 1"LONG,TWO PER LID SECTION B 1 2 L SYSTEM ID DETAIL ON STD. PLAN 6-93 JUNCTION BOX TABLE DIAMOND PATTERN 1 1/4"GAP(TYP.) ON STD. PLAN 6-93 SEE NOTE 2 FOR HOOK RELEASE TOP VIEW HOOK NOTES: LID 1. ALL BOX DIMENSIONS ARE APPROXIMATE. LID SUPPORT EXACT CONFIGURATIONS VARY AMONG LID FRAME MANUFACTURERS. 2. THE LID THICKNESSES ARE MINIMUM.THE Z 1/8"WELD BEAD-CENTER LID FRAME DIAMOND PATTERN SHALL BE 28%MINIMUM ON THE SLOT OF OVERALL THICKNESS. FRAME SLOT MARK 0 LID HOOK MARK 3. LID SUPPORT MEMBERS SHALL BE 3/16" MINIMUM THICK STEEL C, L,OR T SHAPE, GROUND STUD, WELDED TO THE FRAME. LID SEE NOTE 4 LEVEL WITH BONDING JUMPER, �0 4. A 1/4"-CONC. 3/4"S.S.GROUND STUD SHALL THE PAVEMENT = BE WELDED TO THE BOTTOM OF THE LID; Ln SEE NOTE 6 HOOK INCLUDE S.S. NUT AND FLAT WASHER. 1 1/0.17' 5. BOLTS AND NUTS SHALL BE LIBERALLY COATED WITH ANTI-SEIZE COMPOUND. MIN. 'NIW 4, WELDED WIRE cc, REINFORCEMENT 6. CONNECT A BONDING JUMPER TO STEEL „ZT CONDUIT BUSHING FOR GRS CONDUIT; (WWR)4x4 W2.9xW2.9 0.17' M� CONNECT TO EQUIPMENT GROUNDING (6 GAGE) CONDUCTOR FOR PVC CONDUIT. BONDING MIN. WELDED WIRE HOOP JUMPER SHALL BE#8 MIN.4'OF TINNED �y W2.9(6 GAGE) BRAIDED COPPER. 7. THE SYSTEM IDENTIFICATION LETTERS SHALL "9 GRAVEL PAD BE 1/8"LINE THICKNESS FORMED BY ENGRAVING,STAMPING,OR WITH A S.S. BONDING JUMPER, WELD BEAD.GRIND OFF DIAMOND PATTERN SEE NOTE 6 BEFORE FORMING LETTERS.SEE SYSTEM PVC CONDUIT SECTION A IDENTIFICATION DETAIL. GRS CONDUIT 8. ALL LIDS SHALL BE GALVANIZED STEEL AND TACK-WELDED AT TWO POINTS FOR SECURITY AFTER THE FINAL INSPECTION AND ACCEPTANCE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �FFREY AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S �F WA hI�� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �w �G THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT Z ENGINEERING DEPARTMENT • STANDARD JUNCTION BOX 38296 w� KE"NT TYPES 1 & 2 O� �GI 8Tt S� SHEET 1 OF 2 DESIGN�S�IQjvACOK L � DRAWNED COK SCALE NONE STANDARD PLAN CHECKED DATE JUNE 2018 6-9 3 APPROVED ENGINEER SYSTEM IDENTIFICATION DETAIL tl � ti"(TYP.) I TS� INTELLIGENT TRANSPORTATION SYSTEM KENT COMM COMMUNICATION SYSTEM LT LIGHTING SYSTEM TS TRAFFIC SIGNAL SYSTEM TEL TELEPHONE SYSTEM SYSTEM ID DETAIL FOR SHEET 1 JUNCTION BOX DIMENSION TABLE Y BOX TYPE ITEM TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 18"-19" 29"-30" D INSIDE WIDTH OF JUNCTION BOX 13"-14" 18 1/2" 19 1/2" E LID LENGTH 17 5 8" 28 5 8" F LID WIDTH 1 12 5 8" 18 1 8" CAPACITY CONDUIT DIAMETER 1 6" 12" JUNCTION BOX TABLE FOR SHEET 1 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE S�oF WA 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 • STANDARD JUNCTION BOX d 38296 KENT TYPES 1 & 2 w� WABNIMOTO" SHEET 2 OF 2 G1ST � DESIGNED COK AL DRAWN coK SCALE NONE STANDARD PLAN SION E� CHECKED DATE JUNE. 2018 6-9 3 ENGINEER APPROVED WEARING COURSE(TYPICAL STOP BAR FOR SECTIONS A, B&C) CENTER OF LANE { �1 A a •' / A LOOP SERIES #14 TWISTED PAIR WIRE TYPE NUMBER A IMSA 51-3, 3 TWISTS PER FOOT TO CONTROLLER Q B 0.25" MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS B C SECTION A-A WHERE APPLICABLE C C 2C(S) LEAD-IN CABLE IMSA 50 2 'O *AF *AS S B LOOP SPLICE �n LOOP SERIES w (TYPICAL) NUMBER B A A o o ul co o w U CONDUIT STUBOUT, a o *BS 0.50" MINIMUM WIDTH SAWCUT SEE STANDARD PLAN 6-99 w SECTION B-B uj JUNCTION BOX 0 w S=START F=FINISH *=LOOP NUMBER r STOP BAR LOOP WINDING DETAIL 0.50"MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS SECTION C-C WHERE APPLICABLE JUNCTION BOX (ASSUMING TWO LANES OF LOOPS) C *F CENTER OF LANE SCOTCH 06147 ELECTRICAL B C *S MOISTURE SEALANT TAPE 2C(S) LEAD-IN S B CABLE IMSA 50-2 TO A CONTROLLER A S=START SIDE VIEW END VIEW #14 TWISTED PAIR WIRE TYPE F=FINISH *=LOOP NUMBER NOTE: CUT IMSA 51-3, 3 TWISTS PER FOOT SOLDERLESS, CRIMPED, DRAIN WIRE NON-INSULATED BUTT SPLICE SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT NOTES: y AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1. SEE KENT STANDARD PLAN 6-99 FOR ��c WA g�I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, CONDUIT STUBOUT DETAIL AND q�� � G1o� CITY OF KENT INDUCTION LOOP INSTALLATIONbl ENGINEERING DEPARTMENT NOTES. • T INDUCTION LOOP 2. SEE KENT STANDARD PLAN 6-100 FOR KE�T( DETAILS INDUCTION LOOP PLACEMENT DETAIL. ✓�0 I ��� DESIGNED coK 0� STER �� DRAWN SPS SCALE NONE STANDARD PLAN SSrI01vAT, CHECKED - DATE JUNE 2018 6-9 8 M APPROVED ENGINEER O� g z Lu x x OLL w p Q � OO LLJ 00 JQV7 w � F m wO ~ W � O U g= UOf F U p cnJ Z WFF � Z - Q w ¢ F Z � p a caozvQwi p cQJnH Z � Uz .W>, w � �F- J V- Qw C7 W U Z Z H"' gZL!; mQ y cn0 U wF Z > Fx � O O Q W zQ Q JU - Q Z J '�-I-I O z U F uj U w W OU W W d' Q ", d U 0 F- U O Q Lu Lu mQ �m QJ W mOxOa,= OU O O =ul) t —O J 0- 0 Q Q gO O w U W Wx > }n p O W In � U F C J rco w ¢Z `° O(nw O QQ a O U 0 ooz z o Q O Fz Q O o 62 r - FZoW 0� Oa}zzx ce cOuN O n W W x W QUO Z �_j ? O W GO ZQ � O u9 Z Z Z Q o_ Z_ Q ^ Q Z F � F U U O O QLu Oz _j Z o U w OJ U d Z W W cnOFOwF z " E J M ti Q J w W 00 F Q Z Q W d (7 Q is O W � C F coQ ce W Z Q W O Z Q' �Z w U W p Z O O x p " W rn LD UZ pY Qg UCLU -J (F0 wow \ a \ O cj�O Q Z Z O X z CEa 0 Q D w QQ v7x W zcn � Ohm Fw z z U a m Q o g w W o a..:.M ... ........... W F = Q O w LL Z Q O W OJ W z cncn � cnua. o QR > m cnQ U w \ \; m Q w c6 ai ~� O � n 0 a o a z Lu Q JVI, F I~-I O Y O Z F c, = O LL - w ? 30d�21f1S O3�dd�0 d01 X z ov Q Ln v w Ln o W02iA Wf1WINIW IIO IZ o 0 > o vi Q Q a a OWWLLal Ln Lu =L Q U 00 Q JF n Ov' U LoLU zLu o ..0 ITI19 � oO Lu U Lu 07Ux W W Z " Fy O t� ZF UO � 0 O U O x Q J U) Q a a Z w m w cn 0 Lu m Of < 0 � o J z~ FL a o t a u F Zxg}_LL =WJF- 3: gZcn m w cn Otow OZeC 00 " o Z z o zgzUS a z o w � W W m Z m W � W J 0 Q a Q Z O H W O W (n Q W O � cn p H cn = w � = O a u F > � LLo0 �i oN a g oz co a- J Lnnvi z = o W z b w Q W -JW � J O d JZ p '_-, fLQm W OW aa- W OW Uz m Qa W LU Ix J ' ~ Z LU I-INJ 0 F yg o J QU-)U Ix U Q U) (n U U, O Ca Q 0 } O _ Lu < LuZ O n 2 nO O O cn 0Z W O Cpw U 0zLu W Z Z Q Ln O � O O� U Qn Lu QzQ� O 5 COm WCa� U M 4 In %6 I-� W Z Z m Ca.) O NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT S�Og WAgNI�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. �0 CITY OF KENT ENGINEERING DEPARTMENT KENT INDUCTION LOOP 38296 ,w�' WASHINGT N INSTALLATION NOTES '!0 ST L� l'W DESIGNED COKDRAWN SCALE NONE STANDARD PLAN �S�IONAL ��(S� CCHECKED SPS DATE JUNE. 2018 ENGINEER 6-9 9 M APPROVED — —f LOOP PLACEMENT POSTED STOP BAR LEFT TURN LANE THROUGH LANE THROUGH LANE SPEED LIMIT LOOP ADVANCE LOOP MID LOOP ADVANCE LOOP (SINGLE) (SINGLE) (SINGLE) 25 MPH 4 FT. 104 FT. (NONE) 144 FT. 30 MPH 4 FT. 104 FT, (NONE) 164 FT. 35 MPH 4 FT, 104 FT. 209 FT, 274 FT. 40 MPH 4 FT. 104 FT. 239 FT. 309 FT. 45 MPH 4 FT. 104 FT. 274 FT, 354 FT. 50 MPH 4 FT. 104 FT. 304 FT. 394 FT. SD6 SD5 NOTES: 223 213 Ni N2 O O O O 1. THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP 222 212 BAR TO THE CENTER OF THE INDUCTION LOOP. O O 5PC 512 2. LOOP DISTANCES MAY BE ADJUSTED f2 FEET TO O AVOID METAL CASTINGS. B 221 211 511 A 21 51 3. THE DISTANCE BETWEEN "A" LOOPS AND"B' O O O LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. W2 O SR WR 0 0 421 0422 0423 S 8 413 W10 00411 0412 O SD7 3PC O 31100 T 4 711 0 7PC S 3 0 812 0 81100 A B O E1 823 SD4 0 8220 821 ER NR O E2 ❑ ❑ B A O O A O O B 111 611 621 O 112 1PC 0 0 612 622 O O O O S2 S1 613 623 SD1 SD2 LOOP IDENTIFICATION SCHEMATIC(TYPICAL) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE TREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WA��I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • KENT INDUCTION LOOP PLACEMENT 38296 WASHINOTOW � ISTEg� 1'�� DESI NED SPS COK SCALE NONE STANDARD PLAN S'SIQNAL �' CHECKED - DATE JUNE, 2018 6-1 00 M ENGINEER APPROVED NOTES: € PLANTER AREA,TYP. 1. BENCH TYPE 1 SHALL BE BACKLESS AND BACKED "TRIO" BY FORMS+SURFACES, OR APPROVED EQUAL, �� i 2. BENCH TYPE 1 SHALL BE "ALUMINUM TEXTURE"SEAT& FRAME IN RAL 9007 "GREY ALUMINUM" METALLIC POWDER COAT FINISH. I t 3. BENCH TYPE 1 SHALL BE INSTALLED SURFACE MOUNT, LEVEL AND PLUMB. a� 4. BACKS OF BACKED BENCH TYPE 1 SHOULD BE INSTALLED TOWARDS ROADWAY CURB SIDE. BENCH 5. APPLIES TO BUFFER AND AMENITY ZONES AT STREETSCAPE TYPE A AND B. W TYPE 1,TYP. 6. APPLIES TO BUFFER ZONES AT STREETSCAPE TYPE C. 7. APPLIES TO BUFFER ZONES NEAR SIGNIFICANT INTERSECTIONS, MINOR SCORED INTERSECTIONS/CROSSINGS,AND MID-BLOCK CROSSINGS. FACE OF ( CEMENT BUILDING, CONCRETE PLAZA OR SIDEWALK CLOF BACKLESS OPEN SPACE 0 3 6 BENCH � n 20" COLORED i CEMENT 748 1 CEMENT C CONCRETE CONCRETE CURB& BAND, SEE GUTTER, PER STD PLAN � � _ N STD PLAN 7-18 6-33 FRONT ELEVATION SIDE ELEVATION LAYOUT PLAN (NORTH SIDE&STREETSCAPE TYPE C) COLORED �OF BACKED CEMENT PLANTER CEMENT BENCH CONCRETE AREA,TYP. CONCRETE 22 7" BAND, SEE PATHWAY 75`0" STD PLAN 7-18 t FRONT ELEVATION SIDE ELEVATION I � a SCORED , BENCH LEG, CEMENT � LEVEL AND CONCRETE PLUMB SIDEWALK LEVELING 2-0 WASHER �� � FACE OF BUILDING, PLAZA OR _ OPEN SPACE = I 4" MIN. BENCH I CONCRETE TYPE 1,TYP. ANCHOR BOLT LAYOUT PLAN (SOUTH SIDE AT STREETSCAPE TYPE A&B) SURFACE MOUNT INSTALLATION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER FREY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF S�OF WAghrj KENT.A COPY MAY BE OBTAINED UPON REQUEST. ' \4, � �� CITY OF KENT = ENGINEERING DEPARTMENT • MEEKER STREET KENT BENCH TYPE 1 38296 w�eNieorow ISTER� �� DESIGNED XXX L' �� DRAWN XXX SCALE NONE STANDARD PLAN SSIONAL CHECKED XXX DATE 70/31/19 �� ENGINES APPROVED NOTES: I PLANTER 1. BICYCLE RACK TYPE 1 SHALL BE"TWIST" MULTI RACK BICYCLE RACK I AREA, FROM FORMS AND SURFACE,OR APPROVED EQUAL. TYPE 1, i 2. BICYCLE RACKS SHALL BE METALLIC POLYESTER TYP. a POWDERCOAT RAL 9007"GREY ALUMINUM". i 3. INSTALL BICYCLE RACK TYPE 1 EMBED MOUNT, LEVEL AND PLUMB ACCORDING TO MANUFACTURER'S RECOMMENDED FACE OF METHOD AND HARDWARE. BUILDING, - 4. APPLIES TO BUFFER ZONES AT STREETSCAPE TYPE C. PLAZA OR 5. APPLIES TO BUFFER AND AMENITY ZONES AT OPEN SPACE } STREETSCAPE TYPES A AND B. 6. APPLIES TO BUFFER ZONES NEAR SIGNIFICANT SCORE '�SCORED INTERSECTIONS,MINOR INTERSECTIONS/CROSSINGS, JOINT,TYP. o CEMENT AND MID-BLOCK CROSSINGS. SEE STD B C? CONCRETE PLAN 7 19 j SIDEWALK CEMENT 1 5,6" COLORED m CONCRETE CEMENT CURB& CONCRETE 0 0 c. BAND PER STD PLANPER 0 0 " STD PLAN �� o 5.6" 7-18 6-33 LAYOUT PLAN (NORTH SIDE&STREETSCAPE TYPE C) BOTTOM VIEW OF EMBED MOUNT COLORED CEMENT CONCRETE BAND PLANTER AREA, PER STD PLAN 7-18 19.5" 3 TYP. CEMENT CONCRETE PATHWAY EDGE OF BUILDING a ) SCORE JOINT o TYP. SEE STD M PLAN 7-19 BICYCLE _ RACK q FINISH TYPE 1, GRADE TYP a € 1 L SCORED 5" CEMENT CONCRETE FRONT ELEVATION SIDE ELEVATION SIDEWALK LAYOUT PLAN (SOUTH SIDE AT STREETSCAPE TYPE A&B) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN t� ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER �FFRE! AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF S�Og WAS�j KENT.A COPY MAY BE OBTAINED UPON REQUEST. �� ENGI co �, CITY E OF RTM T MNNO DEPAENT KENT MEEKER STREET 38296 WAIII.—r,„ BICYCLE RACK TYPE 1 ,w 0 �GISTEg� � DESIGNED XXX L' 1� DRAWN XXX SCALE NONE STANDARD PLAN sSIONAL F' CHECKED XXX DATE 7-4 10/31/19 ENG NEER APPROVED NOTES: SCORED CEMENT CONCRETE 1. LITTER RECEPTACLE TYPE 1 SHALL BE"DISPATCH", SINGLE STREAM, SIDEWALK DRAIN HOLE NOT INCLUDED, 36 GALLON MANUFACTURED BY FORMS+ PLANTER AREA,TYP. SURFACES,OR APPROVED EQUAL. 2. LID COLOR SHALL BE METALLIC POLYESTER POWDERCOAT PAL 9007 "GREY ALUMINUM". BODY COLOR SHALL BE MANUFACTURER POLYESTER LINEAR ACCENT POWDERCOAT"ALUMINUM TEXTURE"WITH ANTI-GRAFFITI COATING. PAVER BAND PER 3. LITTER RECEPTACLE TYPE 1 SHALL BE SURFACE MOUNT INSTALLATION, STD PLAN 7-16 LEVEL AND PLUMB. 4. APPLIES TO BUFFER ZONES AT STREETSCAPE TYPE C. 5. APPLIES TO BUFFER AND AMENITY ZONES AT STREETSCAPE TYPES A AND B. 6. APPLIES TO BUFFER ZONES NEAR SIGNIFICANT INTERSECTIONS, MINOR _ INTERSECTIONS/CROSSINGS,AND MID-BLOCK CROSSINGS. o 2 p COLORED _ � m _ CEMENT LITTER FACE OF CONCRETE RECEPTACLE BUILDING _ BAND PER STD PLAN TYPE 1, LEVEL SCORE JOINT, t e _ AND PLUMB TYPICAL, SEE 7-18 I g � g STD PLAN 7 19 "` CEMENT �,. CONCRETE LITTER PATHWAY I' RECEPTACLE TYPE 1 LAYOUT PLAN (SOUTH SIDE AT STREETSCAPE TYPE A&B) LINEAR ACCENT PAVER BAND PER COLORED STD PLAN 7-16 CEMENT SECTION 3/8"-16 Xl" CONCRETE TAMPER-RESISTANT BAND PER STD BUTTON HEAD PLAN 7-18 CAP SCREW PLANTER g B < 3/8"S.S. LOCK AREA,TYP. WASHER 3/8" S.S. FLAT CEMENT CASTIN WASHER SCORE I CONCRETE LEVELING a a JOINT, a a CURB& FEET ° a z 3/8" NYLON TYPICAL, o a II ' GUTTER, PER a- a FLAT WASHER SEE STD tO � STD PLAN DROP-IN S.S PLAN 7-19 I g � 6-33 . ANCHOR PER sz:71) MANUFACTURER FACE OF SCORED CEMENT SCORED BUILDING 3 6'I'. CONCRETE SURFACE MOUNT SECTION CEMENT LITTER LID SIDEWALK CONCRETE RECEPTACLE #4 S.S. SATIN SIDEWALK TYPE 1 GRAPHIC PLATES WITH LAYOUT PLAN (NORTH SIDE&STREETSCAPE TYPE C) BLACK VINYL +` GRAPHICS NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN "LITTER AND t� ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER SYMBOL" �jvFREl AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 3 WASkI KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT co ENGINEERING DEPARTMENT BODY Z . MEEKER ST KENT UTTER RECEPTACLE 4 WAlNIMOTON 38296 TYPE 1,w Off, �GI STER� DESIGNED XXX DRAWN XXX SCALE NONE STANDARD PLAN AXONOMETRIC 40SSIONAL CHECKED XXX DATE 10/31/19 ��� APPROVED ENGINEER STREET OR ACCENT TREE, STREET OR PEDESTRIAN 1'X1'CEMENT CONCRETE SEE STD PLAN 6-55 LUMINAIRE&POLE, IF SIDEWALK, SEE STD PLAN 7-19 REQ.,TYP. SEE STD PLAN MIN. 30' 7-23&7-25 4'0.C. SCORED CEMENT PLANTER,TYP. CONTRACTION/CONTROL CEMENT CONCRETE CONCRETE PATHWAY, JOINT, 12' MAX O.C.TYR CURB&GUTTER, SEE STD PLAN 7-19 SEE STD DETAIL 7-19.2F SEE STD PLAN 6-33 T 24' P. a z 777 m 7101,11 n; tw k N iol MIN. 20' COLORED CEMENT m SCORE JOINT,TYP. DUAL PEDESTRIAN CONCRETE BAND, LUMINAIRE AND POLE, IF SEE STD PLAN 7-19 SEE STD PLAN 7-18 REQ.,TYP. SEE STD PLAN LINEAR ACCENT PAVER LINEAR ACCENT PAVER 7-24 2'X2'SCORED CEMENT BAND, SEE STD PLAN 7-16 CONCRETE SIDEWALK, BAND, SEE STD PLAN 7-16 LAYOUT PLAN SEE STD PLAN 7-19 LINEAR STAMPED 4'O.C. SCORED CEMENT CONCRETE, SEE STD 2'X2' SCORED CONCRETE PATHWAY(4"CLASS DETAIL 7-19.3 CEMENT CONCRETE 3000), SEE STD PLAN 7-19 4'O.C. SCORED VXV SCORED CEMENT SIDEWALK(4"CLASS COLORED CEMENT CEMENT CONCRETE CONCRETE SIDEWALK(4" PATHWAY(4"CLASS 3000) CONCRETE BAND,TYP. 3000) CLASS 3000) SEE STD PLAN 7-18 BOND BREAK, SEE STD 1.5% PLAN 6-35 4. .. . , CEMENT CONTRACTION/CONTROL JOINT, • CONCRETE CURB TYP. SEE STD DETAIL 7-19.2 SECTION A-A' 4"CSBC &GUTTER, SEE STD PLAN 6-33 2'X2'SCORED COLORED CEMENT SCORE 30INT, TYP. 24" DEEP CEMENT CONCRETE CONCRETE BAND,TYP. SEE STD DETAIL 7-19 "BIO-BARRIER" SIDEWALK(4"THICK SEE STD PLAN 7-18 CLASS 3000), SEE DEEP ROOT STD PLAN 7-19 1.5% LINEAR ACCENT PAVER BARRIER(24 1.5% BAND, SEE STD PLAN 7-16 LENGTH),TYP. . _....... ... CEMENT 4"CSBC _....._.... .. . .. _ . . CONCRETE CURB PLANTER,TYP. SECTION B B' &GUTTER, SEE NOTES: 4"CSBC STD PLAN 6-33 1. ALL PAVERS,COLORED CEMENT NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN CONCRETE BAND, SCORED CEMENT ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER CONCRETE SIDEWALK, AND LINEAR �,FFRE�' AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF STAMPED CEMENT CONCRETE SHALL OFASjirl�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. MATCH CROSS AND LONGITUDINAL SLOPE OF CONCRETE SIDEWALK �� r �O2, CITY NO KENT pj . � ENGINEERINO DEPARTMENT AND/OR ADJACENT PAVER. Z • MEEKER STREET KENT CEMENT CONCRETE TYPE A & e SOUTH 2. SEE STD PLAN 7-19 FOR SCORE JOINT H SIDE TYP. CEME CONCRETE DETAIL. �� 38298 �[� w/i N I N OTO i SIDEWALX LAYOUT DETAIL ISTER� Sw DESIGNED XXX �1 XXX SCALE NONE STANDARD PLAN DRAWN 3. ALL SIDEWALK SURFACE TREATMENTS s`SIpNAL F'�� CHECKED xxx DATE io/ai/is SHALL BE ADA COMPLIANT. �,EER 7—1 3 APPROVED GROUT/MORTAR JOINT, f7"SIZED TO FIT LINEAR ACCENT PAVER,TYP. SEE DETAIL THIS SHEET PAVERS PLUS JOINTS GROUT/MORTAR JOINT, SCORED/STAMPED CEMENT SEE DETAIL THIS SHEET CONCRETE SIDEWALK(4" CLASS FL SH SCORED/STAMPED CEMENT CONCRETE 3000) OR COLORED CEMENT FL SH CONCRETE BAND,SEE STD PLAN 7-18 SIDEWALK(4"CLASS 3000) OR COLORED CEMENT CONCRETE BAND, SEE STD PLAN 7-18 ° 12"TYP. ° 1/2" MORTAR BED,TYP. ao ° Li ° _ a ° 4"CSBC MIN. a ° /" ..'• :....:....:....•••;.... ;.... ;....,..:, ...:'. ..:`:. CEMENT CONCRETE RAT \�\\%\/\\�\\/ \ . .•,,; :. ;;•...`:;•... ..�,'������������\�\ SLAB(4" CLASS 3000) COMPACTED SUBGRADE TYPICAL SECTION SCORED CEMENT COLORED CEMENT < CONCRETE CONCRETE BAND, < SIDEWALK,TYP TYP. SEE STD GROUT/MORTAR (4" CLASS 3000) PLAN 7-18 JOINT,TYP. SEE 4 ` , SCORED CEMENT DETAIL,THIS a CONCRETE SHEET <. . Q + . SIDEWALK(4" CLASS 3000) 4 LINEAR ACCENT PAVER, SEE TYP. SECTION THIS SHEET SQUARE a ° PLANTER AREA ACCENT COLORED PAVER CONCRETE BAND GROUT/MORTAR LINEAR ACCENT PAVER BAND LAYOUT PLAN TYP, SEE STD °a JOINT,TYP. SEE (NORTH SIDE&STREETSCAPE TYPE C) PLAN 7-18 SQUARE ACCENT PAVER LAYOUT PLAN DETAIL,THIS SHEET SCORED CEMENT FLUSH GROUT/MORTAR ° CONCRETE MIN LINEA8 MAX PAVERRTYP SEE ENT a . SIDEWALK,TYP. JOINT,TYP. ° ° DETAIL,THIS °; a. (4" CLASS 3000) SHEET ° EXPANSION GROUT JOINT,TYP. SEE LINEAR ACCENT GROUT/MORTAR JOINT SECTION STD DETAIL4- ° a PAVER, SEE TYP. NOTES: 7 19.2 < ° SECTION THIS SHEET 1. SQUARE ACCENT PAVER SHALL BE 12" LINEAR ACCENT PAVER BAND LAYOUT PLAN WIDTH X 12" LENGTH X 4"THICK (SOUTH SIDE ALONG STREETSCAPE TYPE A&B) MODULAR PAVER BY STEPSTONE, INC. OR APPROVED EQUAL. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN �l ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER 2. LINEAR ACCENT PAVER SHALL BE 3" �j�FR'EI AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF WIDTH X 12" LENGTH X 4"THICK ��pY WAS�j�f KENT.A COPY MAY BE OBTAINED UPON REQUEST. NARROW MODULAR PAVER BY STEPSTONE,INC. OR APPROVED EQUAL. c.� �, �0 CITY KF�NT �' •�, � ENGINEERING DEPARTMENT 3. ALL PAVERS TO MATCH CROSS AND Z • MEEKER STREET LONGITUDINAL SLOPE OF CONCRETE KENT LINEAR ACCENT PAVER BAND do SQUARE SIDEWALK AND/OR ADJACENT PAVER. d� 38296 �� WAS 1-1.. ACCENT PAVER INSTALLATION DETAIL �GI ST�R� w DESIGNED XXX 4. ALL SIDEWALK SURFACE TREATMENTS �'SS lyCsl� DRAWN xxx SCALE NONE STANDARD PLAN SHALL BE ADA COMPLIANT. ZONAL E CHECKED xxx I DATE io/s�/is 7_,� 6 APPROVED ENGINEER NOTES: 1. PROVIDE EXPANSION AND CONTRACTION JOINTS PER STD PLAN 6-35,7-19.2,OR WHERE SHOWN ON PLANS AND DETAILS. 2. COLORED CEMENT CONCRETE BAND TO MATCH CROSS AND LONGITUDINAL SLOPE OF CONCRETE SIDEWALK AND/OR ADJACENT PAVER. 3. ALL SIDEWALK SURFACE TREATMENTS SHALL BE ADA COMPLIANT. 4. COLORED CEMENT CONCRETE BAND LAYOUTS ON SOUTH SIDE OF STREETSCAPE TYPE A&B PER STD PLAN 7-13. 5. COLORED CEMENT CONCRETE BANDS LAYOUTS ON STREETSCAPE TYPE C AND NORTH SIDE LAYOUTS PER STD PLAN 7-14. 6. DRY SHAKE COLOR HARDENER FOR COLORED CEMENT CONCRETE BAND SHALL BE EMERCHROME"SMOKE BEIGE"#4948 BY L.M. SCOFIELD COMPANY,OR APPROVED EQUAL. APPLY PER MANUFACTURER'S GUIDELINES. 7. 10' LONG COLORED CEMENT CONCRETE BAND,ALIGN WITH ADJACENT 2'x2'SCORED CEMENT CONCRETE AND PLANTER EDGE. COLORED CEMENT CONCRETE BAND-SEE NOTE 6 CONTRACTION/CONTROL SCORE JOINT, SEE JOINT IF ADJACENT PANEL IS STD PLAN 7-19 CONCRETE,SEE STD PLAN 7-19.2 SCORED CEMENT CONCRETE SIDEWALK, FLUSH HEXAGON PAVERS, SEE STD SEE STD PLAN 7-19 12" PLAN 7-17, LINEAR ACCENT PAVER BAND, SEE STD PLAN 7-16), OR SCORED CEMENT a CONCRETE SIDEWALK a a a. $ 4" DEPTH CONCRETE RAT SLAB REQ'D UNDER e° HEXAGON AND LINEAR ACCENT PAVERS SECTION 4"CSBC NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �FFREY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF S�pF �AShrj�f KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT o�� Uj = ENGINEERING DErART►IENT • MEEKER STREET KENT COLORED CEMENT CONCRETE 38296 WA-MOTOM BAND DETAIL ISTEg �� DESIGNED XXX L� �� DRAWN XXX SCALE NONE STANDARD PLAN s`�IONAL F'�p CHECKED XXX DATE 10/31/19 �� Q APPROVED ENGWEEFt v NOTES: 1. SCORE JOINT SHALL BE SAWCUT,NO RADIUS ON EDGES AND NO SMOOTH FLANGE TOOLING ON EITHER SIDE OF JOINT. 2. FOR EXPANSION AND CONTRACTION/CONTROL JOINT DETAILS REFER TO STD PLANS 6-35 AND 7-19.2. 3. MEDIUM BROOM FINISH SHALL BE PERPENDICULAR TO BACK OF CURB. ..d - 'a e.a ° VARIES,SEE SIDEWALK LAYOUT d d ` STD PLANS 7-13 OR 7-14 ° d d d d' 4 . . e. . ee d ° °4 ... 4 a °A e a d° d a e SCORE JOINT,TYP. d °` SHALL BE PERPEDICULAR ° d FROM EACH JOINT d .. .. d.. 4 a p d. n 'e a d do d G d° c < n ad' ° .4 d° . LAYOUT PLAN 1/8N MEDIUM BROOM FINISH,TYP. co A. 4 a 4 d. a d ' �44 CEMENT CONCRETE SECTION SIDEWALK SEE NOTE 1 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �FFREy AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. �� Y �0 CITY OF KENT CQ r ENGINEERING DWARTAIENT KENT MEEKER STREET d� 38296 �� wA�NINOTOM SCORE JOINT DETAIL jSTt� 'CV DESIGNED XXX 1� DRAWN XXX SCALE NONE STANDARD PLAN s`SIONAL EEO CHECKED XXX DATE 10/31/19 7— 19 APPROVED DONEER NOTES: 1. PROVIDE EXPANSION AND CONTRACTION/CONTROL JOINTS PER STD PLAN 6-35 OR WHERE SHOWN ON PLANS AND DETAILS. SEE DETAILS THIS SHEET. 2. CONTRACTION/CONTROL JOINTS SHALL BE FORMED IN CONFORMANCE WITH WSDOT STD SPECIFICATION SECTION 5-05.3 (8)A. 3. FILL CONTRACTION/CONTROL JOINTS WITH JOINT SEALER IN CONFORMANCE WITH WSDOT STD SPECIFICATION SECTION 5-05.3(8)B. 4. ALL SIDEWALK AND CROSSWALK SURFACE TREATMENTS SHALL BE ADA COMPLIANT. 25%OF SLAB DEPTH, SEE NOTE 2 CEMENT CONCRETE SIDEWALK, DRIVEWAY OR CROSSWALK p L d z d 00 og a ° � G d dp JOINT SEALANT, SEE NOTE 3 d. d ° d d. CONTRACTION/CONTROL JOINT SECTION 3/8" MAX. C FLUSH CEMENT CONCRETE SIDEWALK, DRIVEWAY OR CROSSWALK d a' d C p Q d d d a a d d ° ELASTOMERIC JOINT MATERIAL TO BE%"X FULL DEPTH AND SHALL BE EXPANSION JOINT IN CONFORMANCE WITH WSDOT STD SECTION SPECIFICATION SECTION 9-04.1(4) NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN r ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER FRET AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 3 WAShrj KENT. A COPY MAY BE OBTAINED UPON REQUEST. q < � py 0 CITY OF KENT CIO ENGINEERING DEPARTMENT • MEEKER STREET KENT CONTRACTION/CONTROL AND 38296 WARM-'.. EXPANSION JOINT DETAIL w�' �GISTER� 'W DESIGNED XXX 1� DRAWN XX X S�-E NONE STANDARD PLAN ssIONAL �C CHECKED XXX DATE 10/31/19 APPROVED _ • 9 7 1 ENGINEER • .A/` 1/4"THICK FAUX GROUT JOINTS,TYP. SEE DETAIL THIS FAUX GROUT JOINT SHEET LINEAR STAMPED STAMPED CEMENT 1' 0" CONCRETE WITH 1/4" CONCRETE PAVEMENT LIGHT SANDBLAST, i0 TYP. a•. . EQ. EQ• e as e••d a. a 2'-0" FAUX GROUT JOINT SECTION EQ. EQ. 24-0" STAMP IMPRINT DETAIL 60 CONTRACTION/CONTROL JOINT, TYP. SEE NOTE 3 EXPANSION JOINT, TYP. SEE STD 7-19.2 CONDITIONS VARY, SEE PLANS LINEAR STAMPED CONCRETE,TYP.4" DEPTH (CLASS 3000) FAUX GROUT JOINTS,TYP. SEE DETAIL THIS SHEET NOTES: LAYOUT PLAN 1. CONCRETE STAMPING TOOL SHALL BE PROVIDED BY STONEWAY CONSTRUCTION SUPPLY,OR APPROVED EQUAL. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN r ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER 2. STAMPED CEMENT CONCRETE PAVEMENT PATTERN AND COLOR ��S F yP EY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF pF KENT.A COPY MAY BE OBTAINED UPON REQUEST. SHALL BE APPROVED BY CITY PRIOR TO INSTALLATION. ����j CITY OF KENT ENGINEERING DWART11ENT 3. CONTRACTION/CONTROL JOINTS Z . MEEKER STREET SHALL BE 6 FEET APART, SEE KENT LINEAR STAMPED CONCRETE STD PLANS 6-35 AND 7-19.2. Td� 382s6 �� WASHINGTON DETAIL si 'w XXX 4. INTEGRAL COLOR FOR LINEAR 1� DESIGNEDDRAWN xxx SCALE NONE STANDARD PLAN STAMPED CONCRETE SHALL BE S`sjONAL Epp CHECKED xxx DAB i9/si/19 �_ 9 3 "SLATE"BY SOLOMON. APPROVED ENGINEER NOTES: LUMINAIRE: 1. ORIENTATION LOCATIONS: 1. LUMINAIRE MANUFACTURER: AEC ILLUMINATION CORP- DELOS 1 * HANDHOLE ACCESS DOOR SHALL BE MOUNTED AT 1800 LED STU-M 3.5-2M * RECEPTACLE SHALL BE MOUNTED AT 900 2. ALUMINUM HOUSING WITH QUICK INSTALLATION SYSTEM (QIS) *CARFLEX CONDUIT,AND IRRIGATION HOLE SHALL BE MOUNTED 3. LED,3000K CCT, 525mA MAX DRIVE CURRENT, FLAT LENS AT 900 AND 2700 AND APPLY TO STREETSCAPES EAST OF SR-167. 2. NEW AND EXISTING UTILITIES MUST BE SHOWN ON DEVELOPMENT PEDESTRIAN LIGHTING: PLANS WITH APPROPRIATE CLEARANCES.ANY FIELD ADJUSTMENTS 1. LUMINAIRE ARM, BASE,AND POLE SHALL BE POLYESTER POWDER MUST BE APPROVED BY CITY COAT SYSTEM BY TIGER DRYLAC, WITH ANTI-GRAFFITI PROPERTIES, 3. FOUNDATION SHALL BE PER CITY OF KENT STANDARD PLAN 6-89. FEDERAL COLOR#26008, OR APPROVED EQUAL. TOP OF FOUNDATION SHALL BE LOCATED BELOW SIDEWALK,AT 2. POLES SHALL BE HOT DIPPED GALVANIZED. BOTTOM OF SIDEWALK ELEVATION. LUMINAIRE POLE BASE PLATE 3. FLOWER BASKET ATTACHMENT SYSTEM AND ARMS PER SHALL BE INSTALLED ON TOP OF SIDEWALK,ANCHOR BOLTS SHALL MANUFACTURE,SHALL APPLY TO STREETSCAPES EAST OF SR-167, HAVE BREAKAWAY FEATURE. FOR IRRIGATION DETAILS AT POLE BASE,SEE CITY OF KENT STANDARD PLAN 7-30 AND 7-31. DIRECTION SCORED CEMENT OF TRAFFIC 2' S" 2' 5 CONCRETE po DELOS 1 (L) PATHWAY LUMINAIRE FIXTURE _77��d 270° 90° 120 V RECEPTACLE (AWAY FROM SCORED CEMENT TRAFFIC) 12'/8"SQ I CONCRETE SIDEWALK FLOWER = BASKET ARMS 1800 w 12Y4"0 BOLT ORIENTATION DIAGRAM = CIRCLE WITH%"0 z HOLES FOR ANCHOR z BOLTS CLOFJUNCTION BOX JUNCTION 4 BOX i., BASE PLATE&BOLT CIRCLE DETAIL o PEDESTRIAN 6Y„ ARM AND FLOWER BASKET DECORATIVE BASE LUMINAIRE 7 AND ARMS FINISH GRADE CLOF z c� LUMINAIRE& U- SIDE PATHWAY ELEVATION VIEW POLE L POLE BASE m o COVER AND FOUNDATION 2'-0" 120 V RECEPTACLE(AWAY SCORED FROM TRAFFIC) CEMENT IRRIGATION SCORED A CONCRETE CEMENT z PATHWAY CONCRETE FLOWER BASKET SIDEWALK CLOF IRRIGATION ARMS IRRIGATION VALVE BOX SEE VALVE STD PLAN 7-31 BOX PLAN D z DECORATIVE BASE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN w HANDHOLE r ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER u ACCESS �ji FREY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF o DOOR ��0 w�'Ilrl�f KENT.A COPY MAY BE OBTAINED UPON REQUEST. FINISH GRADE co � C ITY OF T DMINOMM CCKPARTMENNT Z . MEEKER STREET KENT DUAL PEDESTRIAN FRONT STREET ELEVATION VIEW �, 38296 �4 WASMIMO LUMINAIRE AND POLE I.S'r ,Ti' v" S'CV DESIGNED XXX 1~ DRAWN XXX SCALE NONE STANDARD PLAN SSIONAL F' CHECKED XXX DATE - n APPROVED ENMER L NOTES: 1. ORIENTATION LOCATIONS: LUMINAIRE: * HANDHOLE ACCESS DOOR SHALL BE MOUNTED AT 1800 1. LUMINAIRE MANUFACTURER: AEC ILLUMINATION CORP- DELOS 2 * RECEPTACLE SHALL BE MOUNTED AT 1800 2. ALUMINUM HOUSING WITH QUICK INSTALLATION SYSTEM (QIS) * BANNER ARMS SHALL BE MOUNTED AT 00 3. LED, 3000K CCT, 525mA MAX DRIVE CURRENT, FLAT LENS 2. NEW AND EXISTING UTILITIES MUST BE SHOWN ON DEVELOPMENT PLANS WITH APPROPRIATE CLEARANCES.ANY FIELD ADJUSTMENTS STREET LIGHTING: MUST BE APPROVED BY CITY. 1. LUMINAIRE ARM, BASE,AND POLE SHALL BE POLYESTER POWDER 3. FOUNDATION SHALL BE PER CITY OF KENT STANDARD PLAN 6-89. COAT SYSTEM BY TIGER DRYLAC,WITH ANTI-GRAFFITI PROPERTIES, TOP OF FOUNDATION SHALL BE LOCATED BELOW SIDEWALK,AT FEDERAL COLOR#26008, OR APPROVED EQUAL. BOTTOM OF SIDEWALK ELEVATION.ANCHOR BOLTS SHALL HAVE 2. POLES SHALL BE HOT DIPPED GALVANIZED. BREAKAWAY FEATURE, LUMINAIRE POLE BASE PLATE SHALL BE 3. BANNER ARMS ATTACHMENT SYSTEM PER MANUFACTURE. INSTALLED ON TOP OF SIDEWALK. DIRECTION _ 14Y8"SQ OF TRAFFIC 4 DELOS 2(L) 00 LUMINAIRE 14Y2"0 BOLT ROADWAY FIXTURE CIRCLE WITH CURB& 1Ys"0 HOLES GUTTER 2T POLE FOR ANCHOR 4" BANNER, 4" BOLTS 2700 900 TO BE BASE PLATE&BOLT CIRCLE DETAIL SCORED DETERMINED CEMENT BY CITY CONCRETE SIDEWALK POLE 180° BANNER, ORIENTATION DIAGRAM TO BE DETERMINED CLOF BY CITY JUNCTION F JUNCTION BOX BOX x cD = a i 120 V STREET ARM RECEPTACLE AND LUMINAIRE (TOWARDS C i SIDEWALK o I SIDE) o I z v ri CL OF ' 1 5 LUMINAIRE &POLE Lu 93� u- i 00 t POLE BASE gp COVER AND — CURB&GUTTER En FOUNDATION / DECORATIVE HANDHOLE BASE F ACCESS DOOR SCORED ROADWAY f 7V" CEMENT FINISH DECORATIVE CONCRETE GRADE BASE SIDEWALK PLAN SIDE ELEVATION VIEW FRONT ELEVATION VIEW NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER FREY t AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF OF WASh j�f KENT.A COPY MAY BE OBTAINED UPON REQUEST. S� CITY OF KENT � ENGINEERING DEPARTMENT MEEKER STREET KENT STREET LUMINAIRE AND 38296 �� W...i". POLE ISTEg� DESIGNED XXX �� DRAWN XXX SCALE NONE STANDARD PLAN SSIONAL � CHECKED XXX DATE - r� ENGNEER 7—`^/5 APPROVED NOTES: 1. SPRING-LOADED ROADWAY POLE BANNER BRACKET SYSTEM SHALL BE BANNERSAVER PATENT#5388794,OR APPROVED EQUAL. 2. METALLIC POLYESTER POWDER COAT SYSTEM SHALL MATCH POLE COLOR, FEDERAL COLOR# SECURE TOP BANNER ROADWAY POLE 26008, DARK GREY BRACKET WITH THROUGH BOLTS 3. BANNERS SHALL NOT INTERFERE WITH THE (FIELD DRILL)AND 34" WIDE X 88"TALL VISIBILITY OF TRAFFIC SIGNALS OR SIGNS OR SHIP TO LEVEL VINYL BANNER,TO BE IDENTIFIED HISTORIC OR ARTISTIC DETERMINED BY CITY INSTALLATIONS. DECORATIVE BANNER ARM WITH FINIAL SECURE BOTTOM BANNER BRACKET 2-PIECE CAST ALUMINUM BASE WITH 3 ADJUSTABLE FIBERGLASS ARM BRACKETS STAINLESS STEEL WITH PRESSURE RELEASE BANDS, SHIM TO SPRINGS LEVEL Y Q 0 E O u_ 0 io ELEVATION NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN t' ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER �REI AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WAS�I�f KENT.A COPY MAY BE OBTAINED UPON REQUEST. 0 CITY OF KENT ENGINEERING DEPARTMENT MEEKER STREET KENT BANNER AND ARMS ON 38296 4� WASHINGTON ROADWAY POLES DESIGNED XXX DRAWN XXX SCALE NONE STANDARD PLAN SSIONAL ��G CHECKED XXX DATE - C APPROVED ENGINEERV NOTES: 1. ACCENT BOLLARD LIGHTING SHALL BE ILLUMINATED"LIGHT COLUMN SERIES 500" MODEL LBLCO-504 WITH 1800 OR 3600 SCORED CEMENT ACCENT PERFORATED SHIELD,UL,C-UL, ETL AND CONCRETE BOLLARD C-ETL LISTED, BY FORMS+SURFACES, OR SIDEWALK LIGHTING @ 8' APPROVED EQUAL. TO 10' O.C. SPACING 2. LED SHALL BE 17W CUSTOM LED LIGHT ENGINE WITH PERFORMANCE CREE@ LEDS IN COLORED 3000K. CEMENT SCORE JOINT, CONCRETE BAND 3. FINISH SHALL BE RAL 9007"GREY ALUMINUM" TYPICAL SEE STD PER STD PLAN METALLIC POWDER COATING WITH PLAN 7-19 7-18 ANTI-GRAFFITI PROPERTIES. 4. MANUFACTURER EMBED MOUNT SHALL BE 4'-0" CEMENT PLUMB AND INSTALLED PER MANUFACTURER AMENITY ZONE CONCRETE INSTRUCTIONS. PATHWAY PLAN BOLLARD, SLIDE COVER DOWN TO COVER]-BOLT AND BASE PLATE 1Xz"WASHER WITH i 1Xz"-13 NUT STAINLESS STEEL Ell BASE PLATE — — % FINISH GRADE BOLLARD a EXPANSION JOINT, a: m ." a TYPICAL. SEE STD PLAN 6-35 zo LM d ' N re) Q° (4)/2 X1/' 13X18" — GALVANIZED a° STEEL]-BOLT a ANCHORS FINISH GRADE 1"SCH 40 PVC-7 VC — CEMENT CONDUIT �— CONCRETE 12" DIA. FOOTING WITH REBAR SIDE ELEVATION EMBED MOUNT SECTION NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN �T ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER FRET AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WAShrj�f KENT.A COPY MAY BE OBTAINED UPON REQUEST. X � �o�'� CITY OF KENT tjj , 0 ENGINEERING DEPARTMENT KENT MEEKER STREET 38296 �� W-11I.- ACCENT BOLLARD LIGHTING O� �GI ST � DESIGNED XXX 1� DRAWN XXX SCALE NONE STANDARD PLAN SSIONAL CHECKED XXX DATE 10/31/19 ^ APPROVED EHGNEER IN-USE LOCKING 1j"x J"x 20" RECEPTACLE COVER, SEE NOTES RECEPTACLE BOX, STAINLESS STEEL BOX,SEE NOTES POINT TOWARDS UNISTRUT CHANNEL 1" RMC CONDUIT TREE TRUNK TO 6" BELOW FINISHED GRADE FINISHED GRADE 12" DIA. PLANTING AREA 1i"xj"x 20" CONCRETE STAINLESS STEEL FOUNDATION UNISTRUT CHANNEL ,a daa. FOUNDATION (_ SURFACE II I co I II I� 11E1111 I II - Lj I III III„ 1" RMC CONDUIT 1 ' I 1 , 12" DIA. CONCRETE 1" RMC CONDUIT SECTION A-A' FOUNDATION EDGE OF PAVEMENT OR CEMENT MOUNTED RECEPTACLE ASSEMBLY CONCRETE CURB&GUTTER, PER STD PLAN 6-33 EDGE OF PLANTER 3'-0" SCORED CEMENT TREE CONCRETE SIDEWALK TRUNK Cy - W PLANTER RECEPTACLE OUTLET, LOCATE (1) o, OUTLET ON DOWNSTREAM SIDE TANGENT POINT "' OF VEHICULAR TRAFFIC,TYP. EDGE OF PAVEMENT OR CEMENT CEMENT CONCRETE CONCRETE CURB&GUTTER, CURB&GUTTER, PER 12"M N PER STD PLAN 6-33 STD PLAN 6-33 RECEPTACLE OUTLET, LOCATE PLANTER RECEPTACLE BOX LAYOUT PLAN AT (1) OUTLET BEHIND MODULAR AMENITY AND BUFFER ZONE PLANTER BENCH ALONG TANGENT POINT 13'-0" TREE ¢`I MIN..I TRUNK N NOTES: 1. RECEPTACLE BOX SHALL BE UL LISTED FOR WET LOCATIONS. MODULAR 2. RECEPTACLE BOX SHALL HAVE A RECEPTACLE BOX LAYOUT PLAN AT BENCH,TYP. CURB BULB PLANTER LOCKABLE DIE CAST NEMA 3R, LOCKING,WEATHERPROOF, NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN IN-USE COVER. ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR IS KEPT ON 3. RECEPTACLE SHALL BE 20A, S�oF WAS' �� KENT.A COPY MAY BE OBTA NTED UPON REQUESTLE AT THE CITY OF 120V HOSPITAL GRADE DUPLEX GFCI RECEPTACLE. F4 j CITY OF ICENT ENGINEERING DEPARTMENT 4. RECEPTACLE BOX LAYOUT PLAN MEEKER STREET AT CURB BULB PLANTER CAN KENT RECEPTACLE OUTLET AT ALSO BE MIRRORED. d w. �jv38296 ..I-- .�Q � PLANTERS �0 IST+ •v 'CV� DESIGNED XXX DRAWN XXX SCALE NONE STANDARD PLAN SSIONAL �G CHECKED XXX DATE - n n APPROVED ENGINEER 29 Section 6 WSDOT STANDARD PLANS ROADWAY CONSTRUCTION A-40.00-00 Dowel Bar Baskets DRAINAGE STRUCTURES AND HYDRAULICS B-25.60-02 Concrete Inlet B-30.70-04 Circular Frame (Ring) and Cover B-55.20-02 Pipe Zone Bedding and Backfill CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-03 Cement Concrete Curbs SITE PRESERVATION AND EROSION CONTROL I-10.10-01 High Visibility Fence I-40.20-00 Storm Drain Inlet Protection ILLUMINATION, SIGNALS, AND ITS J-20.26-01 Accessible Pedestrian Push Button (PPB) Details (2 sheets) IS-22 Rapid- Flashing Beacon Rectangular Type (RRFB) (sheet 2 of 2) WORK ZONE TRAFFIC CONTROL K-80.10-01 Class A Construction Signing Installation K-80.20-00 Type 3 Barricade (2 sheets) FENCE AND GLARE SCREEN L-20.10-03 Chain Link Fence Types 3 and 4 (2 sheets) ROADWAY DELINEATION M-20.20-02 Profiled and Embossed Plastic Lines Meet Me on Meeker/Almaroof A - 2 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 10 >o y oara �°s ws fA O fr .0 m co Y F O 3 m � m DER �aav o no t (y a w a Odd�G� m z m E V N €X W6 O m < h e m IN r m IN � �'O O IL W V a E o r5c _a y db y�9 F� �W 0% 0 m S t •E m Ig u a N of m N y O 0 a 'S G N T sw Z/ W 3 O C 0 m>' m pww > N \ 4 a r W-E 0- ~a� a N t► a U s N M c y a N o N N j •N N In-O a W .Y ID3 N O m Ow � W dl m @_ 3 N 0 0 � o w m F F co Q Cc m 0 3 0 WD oaa o 0 ama mmm Z 1 N M qi In O- 0 t W a m Z 3 0 m a W w SS3NNOIHl u 2 O w¢ w 1NBV4 Z/t rc y 1N3W3AVd 313UONOD d0 30a3 ~a m 9 f < NO INIOP lHNI0f11I0NO1 N O a N a O = � m Y^ a Qm¢ ^ owx _ a K N tn0 1 �w m maC7 Up �OK� �z aK a t N O N O w qi FpF <VNU F z mvU m o ���Lq w y Q a0 > a Lgu z SS3NH I OIH F Z 1NM3AVd Zlt a w i 0 W a W J m '� w > m w m w O o ¢ >z N 3 0 m m Z a N 0 w a w IL N U w w 7� ¢ Cc m y w IL � U N a z � m w 0 w N w N LU InQ W N IX m ma I pm N ccOm m aQ I 0 cc �m }}72<t QK uwi U vO�a a7 m ap w m to LJiIQa wZ:ww U O r m� w aU Cz p0 K o a N N w a JW QO MIL p U wN W H KI a y O ( ma p w O� CQ � O¢ mm 1N3W3AVd 31383NOO d0 3003 � NO 1NIOf lWaninNOl CdAl)1N3N73AVd 3132N3NO0 d0 LH 3003 NO 1NIOP wNIO(llIONOI w J � 080DA0 VS11 :AB NAAVN0 N O twA `0 10> z L H « m C O �O pap in Q m ° EY ''2 > N ~ {� z 8 c o z L o ° c , 6 c m d '�,� W O Q c °z�- '6 E�'b U d F v Y c 'a ul w� aJ E�'30 o a y by y °' v2m - e ay �Q °Um v3a'u d a c a s W < . my a W Z a w o d a U y p. 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Z w> Ri Z� q C W z y N H. 2 w —z,- Q N X Ziff FOQ¢ < iO WW Zm M4 �Q3 Z Vj U=yN O'm 2LL o O�jQ yKm Q n OF Z 2 H F O O O Z f.7 Z W Q O Q 2 ry _ � � O O wU b N SZ� C z(7 Q x S>2 O= H ` N wQ o00 S Qw to o -mow _ > gas az�o a J rc �zH �a S\\E���E NWa�a�z oaQo Np,\pF�'' ZJzo�zO NgZ� h f" z rc $d �- Q a N 2 Y O Z J W ca $$ `?9 S c z N OLL p o ao o afa� 2 ri Z O X z3 N y wo NZ yN1'�y C x y J ~ W a J O~ Q J Q J~ 3 i��0 aov QzciIX<U az� n v ui c r !G§g■@ § ° ko 2 §)� 0 z a �i 41 2 �} LL. / - k ° zo ]» OM E,ƒ _ f . e ) ) )�§ ,z § !2! ! E3§\ a@mc N#N | m° DETOUR m_ ] ! � � � � _m R> LONIJ e «a a E e § ) k � � A � 0. � co f CL §■ ® co to « � c kk 2§ ■ Ndw uj � g � � � c SIGN SPACING -X TABLE(I) FREEWAYS a EXPRESSWAYS 55170MPH tsars ONE LANE TWO-WAY TRAFFIC TAPER SPECS CHANNELIZATION DEVICE TRAFFIC CONTROL PLAN RURAL HIGHWAYS W 155 MPH S00's TAPER TYPE LENGTH Q-0 1 OF DEVICES SPACING FEET KENT,WA RURAL ROADS 45155 MPH 500s UPSTREAM TAPER 59 TO 100' 6 DEVICE MIN. MPH TAPER TANDEM TAT SOr35 10 TO 20 BO a V RURAL ROADS 8 URBAN ARTERIALS 35/40 MPH 350s DOWNSTREAM TAPER 50'TO 100' 6 DEVICE MIN. RURAL ROADS A URBAN ARTERIALS 25 130 MPH M.(2) 5M5 2 10 TO 20 60 RESNIENTAL A BUSINESS DISTRICTS 5l30 10 TO 20 w DUE TO LIMITED SPACE,TAPERS SHALL W E URBAN STREETS 25 MPH OR LESS 100e(2) NOT BE SET UP FOR THIS PHASE (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. S NOT TO SCALE ADVANCE WARNING SIGNS ROAD �G SPACED @(X)OR AS SPACE--► WDRN vw ,NM ALLOWS. AHEao W20-1 ROAD 40 REFER TO SIGN SPACING CHART. o AWOR HEAD W20-1 ONE LANE ROAD AHEAD sj w204 METRO STOP 48"X 24" UNAFFECTED METRO STOP ROADWORX (OPTIONAL) UNAFFECTED G20-2 W20-7a ROAD WORN TpINED AHEAD W20-1 1�m DRIVEWpYMAIN 'ytj (Np TURN RESTRICTIONSI WORK AREA MAY BE SET • • rA 28"REFL.CONE UP AT VARIOUS POINTS ALONG S/B RUSSELL RD SOUTH OF W MEEKER ST. SHALL NOT BE SET UP . . WITHIN 50'OF W MEEKER ST-MANDATORY. SHALL MAINTAIN 11'ACCESS MAINTAINED AT MIN.LANE WIDTH ALL TIMES-MANDATORY. . ® . RIVERWOOD APTS c r W20-7a O ONELANE DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ROAD ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC AHEAD w204 USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. 25 WAC 296-155-305 SECTION 9(C) ROAD WORN AHEAD W20-1 LEGEND DRIVEWAY MAIM TI DNS) ® WORK AREA CONSTRUCTIO (NO TURN RESTR VEHICLES ONLY •■■■■ 28"REFL.CONE BEYONDTHIS . . --*—BOLLARDS REMOVED FOR ACCESS POINT THEN REPLACED DURING /H SIGN LOCATION CUSTOM NON-WORKING HOURS EXISTING TRAFFIC FLOW ARKING NO PARK BARRICADE END OF ASPHALT FLAGGING STATION DISPLAYED 72 HRS IN GRAVEL nn ADVANCE OF CLOSURE GREENRIVERTRpII GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. NT 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). CONTRACTOR City of Kent 3. ALERT KING COUNTY METRO CONSTRUCTION IN ADVANCE OF SUPERVISOR OB NAME ROAD WORK(OPTIONAL) 5 BUSINESS DAYS: 206-477-1140. Abdulnaser Almaroof MEEKER ST 4. ALL SIGNS MIN.48"X 48"UNLESS OTHERWISE SPECIFIED. PHONE NUMBER(.ffi-) PROJECT LOCATION S. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) Kent WA for spacing distances). SUPERVISOR PHONE NUMBER If-) SHEET NUMBER GATE 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE 10/26/19 PREPARED BY PHONEp 7. TRAFFIC CONTROL SHALL BE REMOVED DURING NON-WORKING HRS. E-MAIL INTERSECTIONS AND/OR DRIVEWAYS. Ichris@trafficcontrolplan.net Chris Grose253-258-1419 Section 8 PREVAILING WAGE RATES Meet Me on Meeker/Almaroof A - 4 January 6, 2020 Project Numbers: 19-3017, 19-3024, PK20-02 I U%J%- L VI L%J 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: 01/23/2020 County Trade Job Classification Wa e Holiday Overtime Note *Risk Class King Asbestos Abatement Workers Journey Level $50.86 5D 1 H View King Boilermakers Journey Level $69.04 5N 1 C View King Brick Mason Journey Level $58.82 5A 1M View °King Brick Mason Pointer-Caulker-Cleaner $58.82 5A 1M View "King Building Service Employees Janitor $25.581 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $26.03 5S 2F View King Building Service Employees Window Cleaner (Non-Scaffold) $29.33 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $30.33 5S 2F View ,'King Cabinet Makers (In Shop) Journey Level $22.74 1 View King Carpenters Acoustical Worker $62.441 7A 4C View King Carpenters Carpenter $62.44 7A 4C View ;.King Carpenters Carpenters on Stationary Tools $62.57 7A 4C View King Carpenters Creosoted Material $62.54 7A 4C View King Carpenters Floor Finisher $62.44 7A 4C View King Carpenters Floor Layer $62.44 7A 4C View 3King Carpenters Scaffold Erector $62.44 7A 4C View "King Cement Masons Application of all Composition $62.97 7A 41J View Mastic King Cement Masons Application of all Epoxy Material $62.471 7A 41J View King Cement Masons Application of all Plastic Material $62.97 7A 41J View 'King Cement Masons Application of Sealing Compound $62.47 7A 41J View King Cement Masons Application of Underlayment $62.97 7A 41J View r King Cement Masons Building General $62.47 7A 4U View King Cement Masons Composition or Kalman Floors $62.97 7A 41J View King Cement Masons Concrete Paving $62.47 7A 41J View ( King Cement Masons Curb Et Gutter Machine $62.97 7A 4U View King Cement Masons Curb Et Gutter, Sidewalks $62.47 7A 41J View King Cement Masons Curing Concrete $62.471 7A 41J View King Cement Masons Finish Colored Concrete $62.97 7A 41J View King Cement Masons Floor Grinding $62.97 7A 41J View ' King Cement Masons Floor Grinding/Polisher $62.47 7A 41J View King Cement Masons Green Concrete Saw, self- $62.97 7A 41J View powered King Cement Masons Grouting of all Plates $62.47 7A 4U View King Cement Masons Grouting of all Tilt-up Panels $62.47 7A 41J View I U Vj L V I 1 V King Cement Masons Gunite Nozzleman $62.971 7A 4U View King Cement Masons Hand Powered Grinder $62.97 7A 4U View '. 'King Cement Masons Journey Level $62.47 7A 4U View King Cement Masons Patching Concrete $62.47 7A 4U View King Cement Masons Pneumatic Power Tools $62.97 7A 4U View King Cement Masons Power Chipping Et Brushing $62.971 7A 41J View King Cement Masons Sand Blasting Architectural Finish $62.971 7A 41J View King Cement Masons Screed Et Rodding Machine $62.97 7A 41J View King Cement Masons Spackling or Skim Coat Concrete $62.47 7A 4U View King Cement Masons Troweling Machine Operator $62.97 7A 4U View King Cement Masons Troweling Machine Operator on $62.97 7A 4U View Colored Slabs King Cement Masons Tunnel Workers $62.97 7A 4U View King Divers Et Tenders Bell/Vehicle or Submersible $116.20 7A 4C View Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $79.23 7A 4C View King Divers Et Tenders Diver $116.201 7A 4C 8V View King Divers Et Tenders Diver On Standby $74.23 7A 4C View King Divers Et Tenders Diver Tender $67.31 7A 4C View i King Divers Et Tenders Manifold Operator $67.31 7A 4C View King Divers Et Tenders Manifold Operator Mixed Gas $72.31 7A 4C View King Divers Et Tenders Remote Operated Vehicle $67.31 7A 4C View Operator/Technician King Divers Et Tenders Remote Operated Vehicle Tender $62.69 7A 4C View King Dredge Workers Assistant Engineer $56.44 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F View King Dredge Workers Boatmen $56.44 5D 3F View King Dredge Workers Engineer Welder $57.51 5D 3F View King Dredge Workers Leverman, Hydraulic $58.67 5D 3F View King Dredge Workers Mates $56.44 5D 3F View King Dredge Workers Oiler $56.00j 5D 3F View King Drywall Applicator Journey Level $62.441 5D 1 H View King Drywall Tapers Journey Level $62.94 5P 1 E View King Electrical Fixture Maintenance Journey Level $30.59 5L 1 E View Workers King Electricians - Inside Cable Splicer $83.17 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $89.341 7C 4E View King Electricians - Inside Certified Welder $80.36 7C 4E View King Electricians - Inside Certified Welder (tunnel) $86.25 7C 4E View King Electricians - Inside Construction Stock Person $41.48 7C 4E View King Electricians - Inside Journey Level $77.55 7C 4E View King Electricians - Inside Journey Level (tunnel) $83.17 7C 4E View King Electricians Motor Shop Journey Level $45.08 5A 1 B View King Electricians - Powertine Cable Splicer $79.60 5A 4D View " Construction King Electricians - Powertine Certified Line Welder $72.98 5A 4D View Construction King Electricians - Powertine Groundperson $47.94 5A 4D View Construction King Electricians - Powertine Heavy Line Equipment Operator $72.98 5A 4D View Construction I King Journey Level Lineperson $72.98 5A 4D View ' "y j "' L° 'King Electricians - Powertine Line Equipment Operator $62.06 5A 4D View Construction King Electricians - Powerline Meter Installer $47.94 5A 4D 8W View Construction King Electricians - Powerline Pole Sprayer $72.98 5A 4D View Construction Construction King Electronic Technicians Journey Level $51.07 7E 1E View King Elevator Constructors Mechanic $94.22 7D 4A �Ljew King Elevator Constructors Mechanic In Charge $101.731 7D 4A View iKing Fabricated Precast Concrete AtI, Classifications - In-Factory $18.25 5B 1 R View Products Work Only King Fence Erectors Fence Erector $43.11 -7A------ _4V 8Y View King Fence Erectors Fence Laborer $43.11 7A 4V �Y Liew King ElaUers Journey Level $43.111 7A 4V 8Y View King Glaziers Journey Level $66.51 7L ly View King Heat Et Frost Insulators And Journeyman $76.61 5J 4H View Asbestos Workers King Heating Equipment Mechanics Journey Level $85.88 7F .1 E View King Hod Carriers Et Mason Tenders Journey Level $52.441 7A 4V 8Y View King Industrial Power Vacuum Cleaner Journey Level $13.50 1 View King Inland Boatmen Boat Operator $61.41 5B 1K View King Inland Boatmen Cook $56.48 5B 1K View King Inland Boatmen Deckhand $57.48, 5B 1K View King Inland Boatmen Deckhand Engineer $58.81 5B 1K View King Inland Boatmen Launch Operator $58.89 5B 1K View King Inland Boatmen Mate $57.31 513 .1 K View King Inspection/C[eaning/Seatinp Cleaner Operator, Foamer $31.49 1 View Of Sewer Et Water Systems By Operator Remote Control i /Seating Of Grout Truck Operator $13.50 1 View Sewer Et Water SVstems By Remote Control [King Inspection/Cleaning ,/Seating Of Head Operator $24.91 1 View Sewer Et Water Systems Bv Remote Control King Inspection/Cleaning,/Seating Of Technician $19.33 1 View Sewer Et Water Systems By Remote Control King Inspection/Cteaning/Seatinp, Of Tv Truck Operator $20.45 1 View Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $62.44 7A 4C View King Ironworkers Journeyman $72.18 7N 10 View King Laborers Air, Gas Or Electric Vibrating $50.86 7A 4V 8Y View Screed King Laborers Airtrac Drill Operator $52.441 7A 4V 8Y View King Laborers Ballast Regular Machine $50.86 7A 4V 8Y View King Laborers Batch Weighman $43.11 7A 4V 8Y View King Laborers Brick Pavers $50.86 7A 4V 8Y View King Laborers Brush Cutter $50.86 7A 4V 8Y View ' "y� -` "' ^" . . . ' ', . '. � ' . . ' .^. . . ^ '~ '-~-. I L4%j ✓ V I 1 V King Laborers Maintenance Person $50.861 7A 4V 8Y View King Laborers Manhole Builder-Mudman $51.80 7A 4V 8Y View King Laborers Material Yard Person $50.86 7A 4V 8Y View King Laborers Motorman-Dinky Locomotive $51.80 7A 4V 8Y View King Laborers Nozzleman (Concrete Pump, $51.80 7A 4V 8Y View °. Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Blaster, Vacuum Blaster) King Laborers Pavement Breaker $51.80 7A 4V 8Y View King Laborers Pilot Car $43.11 7A 4V 8Y View King Laborers Pipe Layer Lead $52.44 7A 4V 8Y View King Laborers Pipe Layer/Tailor $51.80 7A 4V 8Y View King Laborers Pipe Pot Tender $51.801 7A 4V 8Y View King Laborers Pipe Reliner $51.80 7A 4V 8Y View :King Laborers Pipe Wrapper $51.80 7A 4V 8Y View King Laborers Pot Tender $50.86 7A 4V 8Y View a King Laborers Powderman $52.44 7A 4V 8Y View King Laborers Powderman's Helper $50.86 7A 4V 8Y View King Laborers Power Jacks $51.80 7A 4V 8Y View '. King Laborers Railroad Spike Putter - Power $51.80 7A 4V 8Y View King Laborers Raker - Asphalt $52.44 7A 4V 8Y View King Laborers Re-timberman $52.44 7A 4V 8Y View King Laborers Remote Equipment Operator $51.80 7A 4V 8Y View King Laborers Rigger/Signal Person $51.80 7A 4V 8Y View King Laborers Rip Rap Person $50.86 7A 4V 8Y View King Laborers Rivet Buster $51.801 7A 4V 8Y View King Laborers Rodder $51.80 7A 4V 8Y View King Laborers Scaffold Erector $50.86 7A 4V 8Y View King Laborers Scale Person $50.86 7A 4V 8Y View :King Laborers Sloper (Over 20") $51.80 7A 4V 8Y View °King Laborers Sloper Sprayer $50.86 7A 4V 8Y View King Laborers Spreader (Concrete) $51.80 7A 4V 8Y View King Laborers Stake Hopper $50.86 7A 4V 8Y View ,King Laborers Stock Piler $50.86 7A 4V 8Y View , King Laborers Swinging Stage/Boatswain Chair $43.11 7A 4V 8Y View aKing Laborers Tamper Et Similar Electric, Air Et $51.80 7A 4V 8Y View Gas Operated Tools King Laborers Tamper (Multiple Et Self- $51.80 7A 4V 8Y View propelled) King Laborers Timber Person - Sewer (Lagger, $51.80 7A 4V 8Y View Shorer Et Cribber) King Laborers Tootroom Person (at Jobsite) $50.86 7A 4V 8Y View King Laborers Topper $50.86 7A 4V 8Y View King Laborers Track Laborer $50.861 7A 4V 8Y View King Laborers Track Liner (Power) $51.80 7A 4V 8Y View King Laborers Traffic Control Laborer $46.10 7A 4V 9C View King Laborers Traffic Control Supervisor $46.10 7A 4V 9C View King Laborers Truck Spotter $50.86 7A 4V 8Y View King Laborers Tugger Operator $51.80 7A 4V 8Y View I U y l.. %J V I 1 V King Laborers Tunnel Work-Compressed Air $120.61 7A 4V 9B View Worker 0-30 psi [King Laborers Tunnel Work-Compressed Air $125.64 7A 4V 9B View Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $129.32 7A 4V 9B View Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $135.02 7A 4V 9B View Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $137.14 7A 4V 9B View Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $142.24 7A 4V 9B View Worker 64.01-68.00 psi (King Laborers Tunnel Work-Compressed Air $144.14 7A 4V 9B View Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $146.14 7A 4V 9B View Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $148.14 7A 4V 9B View Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $52.54 7A 4V 8Y View Tender King Laborers Tunnel Work-Miner $52.54 7A 4V 8Y View King Laborers Vibrator $51.80 7A 4V 8Y View King Laborers Vinyl Seamer $50.86 7A 4V 8Y View King Laborers Watchman $39.181 7A 4V 8Y View King Laborers Welder $51.80 7A 4V 8Y View King Laborers Well Point Laborer $51.80 7A 4V 8Y View King Laborers Window Washer/Cleaner $39.18 7A 4V 8Y View King Laborers - Underground Sewer & General Laborer Et Topman $50.86 7A 4V 8Y View Water I - - - King Laborers - Underground Sewer Et Pipe Layer $51.80 7A 4V 8Y View Water King _Landscape Construction Landscape $39.18 7A 4V 8Y View Construction/Landscaping Or Planting Laborers King Landscape Construction Landscape Operator $68.02 7A 3K 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $62.44 5D 1 H View King Marble Setters Journey Level $58.82 5A -1 M View King Metal Fabrication (In Shop) Fitter $15.861 View King Metal Fabrication (In Shop) Laborer $13.50 1 View King Metal Fabrication (in Shop) Machine Operator $13.50 1 View King Metal Fabrication (In Shop) Painter $13.50 1 View King Metal Fabrication (In Shop) Welder $15.48 1 View King Millwright Journey Level $63.94 7A 4C View King Modular Buildings Cabinet Assembly $13.501 View King Modular Buildings Electrician $13.50 1 View King Modular Buildings Equipment Maintenance $13.50 1 View King Modular Buildings Plumber $13.50 1 View King Modular Buildings Production Worker $13.501 View King Modular Buildings Tool Maintenance $13.501 View King Modular Buildings Utility Person $13.50 1 View King Modular Buildings Welder $13.50 1 View King Painters Journey Level $43.40 6Z 2B View ' "y%- ' "' -L° King Pile Driver Crew Tender/Technician $67.311 7A 4C View King Pile Driver Hyperbaric Worker - Compressed $77.93 7A 4C View Air Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - Compressed $82.93 7A 4C View King Pite Driver Hyperbaric Worker - Compressed $86.93 7A 4C View Ki ng Pile Driver Hyperbaric Worker - Compressed $91.93 7A 4C View King Pile Driver Hyperbaric Worker - Compressed $94.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed $99.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed $101.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed $103.43 7A 4C View King Pile Driver Hyperbaric Worker - Compressed $105.43 7A 4C View I Air Worker 72.01 74.00 PSI King Pile Driver Journey Level $62.69 7A 4C view King Ptasterers Journey Level $59.42 1R View King Playground Et Park Equipment Journey Level Installers King Eile Driver ICrew Tender $67.311 7A 4C I View King Plumbers Et_Ej2��� Journey Level $87.69, 6Z 1G View I ,King Power Equipment Operators Asphalt Plant Operators $69.16 7A 3K LX View King Power Equipment Operators Assistant Engineer $65.05 7A 3K 8X View King Power Equipment Operators Barrier Machine (zipper) $68.55 7A 3K 8X View King Power Equipment Operators Batch Plant Operator: concrete $68.55 7A 3K 8X View King Power Equipment Operators Bobcat $65.051 7A 3K 8X View Kin R Power Equipment Operators Brokk - Remote Demolition $65.05 7A 3K LX View Equipment King Power Equipment Operators Brooms $65.05 7A 3K 8X View King Power Equipment Operators Bump Cutter $68.55 7A 3K 8X View King Power Equipment Operators Cabteways $69.16 7A 3K 8X View King Power Eguipment Operators Chipper $68.55 7A 3K 8X View King Power Equipment Operators Compressor $65.05 7A 3K 8X View King Power Equipment Operators Concrete Finish Machine - Laser $65.05 7A 3K 8X View Screed King Power Equipment Operators Concrete Pump - Mounted Or $68.02 7A 3K 8X View Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators Concrete Pump: Truck Mount $69.16 7A 3K 8X View With Boom Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount $68.55 7A 3K 8X View With Boom Attachment Up To King Power Equipment Operators Conveyors $68.02 7A 3K 8X View King Power Equipment Operators Cranes friction: 200 tons and over $71.261 7A 3K 8X View King Power Equipment Operators Cranes: 100 tons through 199 $69.85 7A 3K 8X View tons, or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 Tons Through 44 Tons $68.55 7A 3K 8X View With Attachments I ' "y%_ ° °' ^King Power Eguipment Operators Cranes: 200 tons- 299 tons, or $70.57 7A 3K 8X View 250' of boom including jib with King Power Equipment Operators Cranes: 300 tons and over or 300' $71.26 7A 3K 8X View of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, $69.16 7A 3K 8X View Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $65.05 7A 3K 8X View Under King Power Eguipment Operators Cranes: Friction cranes through $70.57 7A 3K 8X View 199 tons King Power EquiQment Operators Cranes: through 19 tons with $68.02 7A 3K 8X View attachments, A-frame over 10 tons King Power EquiDment Operators Deck Engineer/Deck Winches $68.55 7A 3K 8X View King Power Equipment Operators Derricks, On Building Work $69.16 7A 3K 8X View King Power Equipment Operators Dozers D-9 Et Under $68.02 7A 3K 8x View King Power Equipment Operators Drill Oilers: Auger Type, Truck Or $68.02 7A 3K 8X View Crane Mount I King Power Equipment Operators Drilling Machine $69.85 7A 3K 8X View King Power Equipment Operators Elevator And Man-lift: Permanent $65.05 7A 3K 8X View And Shaft Type King Power Eguipment Operators Finishing Machine, Bidwell And $68.55 7A 3K 8X View Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over With $68.02 7A 3K 8X View Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $65.05 7A 3K 8X View Attachments King Power Equipment Operators Grade Engineer: Using Blue $68.55 7A 3K 8X View Prints, Cut Sheets, Etc 8X View King Power Eguipment Operators Guardrail Punch $68.55 7A 3K 8X View King Power Equipment Operators Hard Tait End Dump Articulating $69.16 7A 3K 8X View Off- Road Equipment 45 Yards. Et Over King Power Eguipment Operators Hard Tait End Dump Articulating $68.55 7A 3K 8X View Off-road Equipment Under 45 Yards King Power Eguipment Operators Horizontat/Directionat Drill $68.02 7A 3K 8X View Locator King Power Equipment Operators Horizontal/Directional Drill $68.55 7A 3K 8X View Operator I King Power Equipment Operators Hydratifts/Boom Trucks Over 10 $68.02 7A 3K 8X View Tons King Power Equipment Operators Hydratifts/Boom Trucks, 10 Tons $65.05 7A 3K 8X View And Under I King Power Equipment Operators Loader, Overhead 8 Yards. Et $69.85 7A 3K 8X View Over King Power Equipment Operators Loader, Overhead, 6 Yards. But $69.16 7A 3K 8X View King Power Equipment Operators Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View King Power Equipment__Operators Loaders, Plant Feed $68.55 7A 3K 8X View . "�� King aq����ment Operators Loaders: Elevating Type Belt 1 $68.021 7A 3K 8X View King Power Eguipment Operators Locomotives, All $68.551 7A 3K 8X view King Power Equipment Operators Material Transfer Device $68.55 7A 3K 8X View King Power Equipment Operators Mechanics, AR (leadmen - $0.50 $69.85 7A 3K 8X Y�Jew Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Graders $69.16 7A 3K 8X View King Power Eguipment Operators Mucking Machine, Mote, Tunnel $69.16 7A 3K 8X View Drill, Boring, Road Header And/or Shield 'King Power Eguipment Operators Oil Distributors, Blower 7A Distribution Et Mulch Seeding Operator King Power Eguipment Operators Outside Hoists (Elevators And $68.02 7A 3K 8X View Manlifts), Air Tuggers, Strato Xing Power Equipment Operators Overhead, Bridge Type Crane: 20 $68.55 7A 3K 8X View Tons Through 44 Tons ,,King Power Equipment Operators Overhead, Bridge Type: 100 Tons $69.85 7A 3K 8X View And Over �King Power Equipment Operators Overhead, Bridge Type: 45 Tons $69.16 7A 3K 8X View Through 99 Tons King Power Equipment Operators Pavement Breaker $65.05 7A 3K 8X View 'King Power Equipment Operators Pile Driver (other Than Crane $68.55 7A 3K 8X View King Power Equipment Operators Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View King Power Equipment Operators Posthole Digger, Mechanical $65.051 7A 3K 8X View King Power Eguipment Operators Power Plant $65.05 7A 3K 8X View King Power Equipment Operators Pumps - Water $65.05 7A 3K 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $69.16 7A 3K 8X View King Power Equipment Operators Quick Tower - No Cab, Under 100 $65.05 7A 3K 8X View Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $69.16 7A 3K 8X View Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $65.05 7A 3K 8X View King Power Eguipment Operators Rigger/Signal Person, BeRman $68.02 7A 3K 8X View King Power Equipment Operators Roltagon $69.16 7A 3K 8X View King Power Equipment Operators Rotter, Other Than Plant Mix $65.05 7A 3K 8X View King Power Equipment Operators Roller, Plant Mix Or Mutti-tift $68.02 7A 3K 8X View Materials King Power Equipment Operators Roto-mitt, Roto-grinder $68.551 7A 3K 8X Yj�ew King Power Equipment Operators Saws - Concrete $68.02 7A 3K 8X View King Power Equipment Operators Scraper, Self Propelled Under45 $68.55 7A 3K 8X View Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $68.02 7A 3K 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 Yards $69.16 7A 3K 8X View And Over I King Power Equipment Operators Service Engineers - Equipment $68.02 7A 3K LX I View King Power Equipment Operators Shotcrete/Gunite Equipment $65.05 7A 3K 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, $68.02 7A 3K 8X View Tractors Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: Over $69.16 7A 3K 8X View 30 Metric Tons To 50 Metric Tons King Power Equipment Operators $68.55 7A 3K 8X View I U 1V VI .LV Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $69.85 7A 3K 8X View Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $70.57 7A 3K 8X View Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $69.161 7A 3K 8X View `King Power Equipment Operators Spreader, Topsider Et Screedman $69.16 7A 3K 8X View King Power Equipment Operators Subgrader Trimmer $68.55 7A 3K 8X View ':King Power Equipment Operators Tower Bucket Elevators $68.02 7A 3K 8X View King Power Equipment Operators Tower Crane Up To 175' In Height $69.85 7A 3K 8X View Base To Boom King Power Equipment Operators Tower Crane: over 175' through $70.57 7A 3K 8X View 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in height $71.26 7A 3K 8X View from base to boom King Power Equipment Operators Transporters, All Track Or Truck $69.16 7A 3K 8X View Type King Power Equipment Operators Trenching Machines $68.02 7A 3K 8X View King Power Equipment Operators Truck Crane Oiler/driver - 100 $68.55 7A 3K 8X View Tons And Over King Power Equipment Operators Truck Crane Oiler/Driver Under $68.02 7A 3K 8X View 100 Tons King Power Equipment Operators Truck Mount Portable Conveyor $68.55 7A 3K 8X View King Power Equipment Operators Welder $69.16 7A 3K 8X View King Power Equipment Operators Wheel Tractors, Farmatl Type $65.051 7A 3K 8X View King Power Equipment Operators Yo Yo Pay Dozer $68.551 7A 3K 8X View King Power Equipment Operators- Asphalt Plant Operators $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $65.05 7A 3K 8X View Underground Sewer Et Water — — — King Power Equipment Operators- Barrier Machine (zipper) $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $65.05 7A 3K 8X View Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Cableways $69.16 7A 3K 8X View Underground Sewer Et Water — — — King Power Equipment Operators- Chipper $68.55 7A 3K 8X View 'k Underground Sewer Et Water King Power Equipment Operators- Compressor $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - Laser $65.05 7A 3K 8X View l Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $68.02 7A 3K 8X View Underground Sewer Et Water Trailer High Pressure Line Pump, t Pump High Pressure ' "y%- ^^ "'Underground Sewer & Water With Boom Attachment Over 42 M I �King Power Eguipment Operators- Concrete Pump: Truck Mount $69.16 7A 3K IX View King Power Eguipment Operators- Concrete Pump: Truck Mount $68.55 7A 3K 8X View Underp,round Sewer Et Water With Boom Attachment Up To King Power Eguipment Operators- Conveyors $68.02 7A 3K 8X View Underground Sewer Et Water I King Power Equipment Operators- Cranes friction: 200 tons and over $71.26 7A 3K 8X View Underground Sewer Et Water King Power Eguipment Operators- Cranes: 100 tons through 199 $69.85 7A 3K 8X View Underground Sewer Et Water tons, or 150' of boom (including jib with attachments) .King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons $68.55 7A 3K 8X Vie Underground Sewer Et Water With Attachments ;King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $70.57 7A 3K 8X View Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or 300' $71.26 7A 3K 8X View Underground Sewer Ft Water of boom including jib with attachments ,King Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, $69.16 7A 3K 8X View Underground Sewer Et Water Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $65.05 7A 3K 8x View Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction cranes through $70.57 7A 3K 8X View Underground Sewer Et Water 199 tons King Power Equipment Operators- Cranes: through 19 tons with $68.02 7A 3K 8X View Underground Sewer Et Water attachments, A-frame over 10 tons King Power Equipment Operators- Crusher $68.55 7A 3K 8X View Underground Sewer Et Water Nng Power Equipment Operators- Deck Engineer/Deck Winches $68.55 7A 3K 8X View Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $69.16 7A 3K 8X View Underground Sewer Et Water I King Power Eguipment Operators- Dozers D-9 Et Under $68.02 7A 3K 8X View Underground Sewer Et Water jKing Power Equipment Operators- Dritt Oilers: Auger Type, Truck Or $68.02 7A 3K 8X View Underp ,round Sewer Et Water Crane Mount King Power Equipment Operators- Drilling Machine $69.85 7A 3K 8X View Underground Sewer Et Water %ng Power Equipment Operators- Elevator And Man-lift: Permanent $65.05 7A 3K 8X Jew Underground Sewer Et Water And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $68.55 7A 3K 8X View Under ground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over With $68.02 7A 3K 8X View Underground Sewer Et Water Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $65.05 7A 3K 8X View Underground Sewer Et Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue $68.55 7A 3K 8X View Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $68.55 7A 3K 8X View Under2round Sewer a Water ' "yk� L C_ "' L" Power Eguipment Operators- Hard Tail End Dump Articulating Underground Sewer Et Water Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump Articulating $68.55 7A 3K 8X View Underground Sewer Et Water Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill $68.02 7A 3K 8X View Underground Sewer Et Water Locator King Power Equipment 02erators- Horizontal/Directional Drill $68.55 7A 3K 8X View Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/Boom Trucks Over 10 $68.02 7A 3K 8X View Underground Sewer Et Water Tons I King Power Equipment Operators- Hydratifts/Boom Trucks, 10 Tons $65.05 7A 3K 8X View Underground Sewer Et Water And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $69.85 7A 3K 8X View Underground Sewer Et Water Over King Power Eguipment Operators- Loader, Overhead, 6 Yards. But $69.16 7A 3K 8X View Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 Yards $68.55 7A 3K 8X View Underground Sewer Et Water King Power Eguipment Operators- Loaders, Plant Feed $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $68.02 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Locomotives, AU $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $0.50 $69.85 7A 3K 8X View Underground Sewer Et Water Per Hour Over Mechanic) King Power Eguipment Operators- Motor Patrol Graders $69.16 7A 3K 8X View Underground Sewer EL Water King Power Equipment Operators- Mucking Machine, Mote, Tunnel $69.16 7A 3K 8X View Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Eguipment Operators- Oil Distributors, Blower $65.05 7A 3K 8X View Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Eguipment Operators- Outside Hoists (Elevators And $68.02 7A 3K 8X View Underground Sewer Et Water Mantifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, Bridge Type Crane: 20 $68.55 7A 3K 8X View Underground Sewer Et Water Tons Through 44 Tons King Power Eguipment Operators- Overhead, Bridge Type: 100 Tons $69.85 7A 3K 8X View Underground Sewer Et Water And Over King Power Eguipment Operators- Overhead, Bridge Type: 45 Tons $69.16 7A 3K 8X View Underground Sewer Et Water Through 99 Tons King Power Eguipment Operators- Pavement Breaker $65.05 7A 3K 8X View Underground Sewer Et Water King Power Eguipment Operators- Pile Driver (other Than Crane $68.55 7A 3K 8X View Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $68.02 7A 3K 8X View Underp,round Sewer Ft Water King Power Equipment Operators- Posthole Digger, Mechanical $65.05 7A 3K 8X View Underground Sewer Et Water I King Power Equipment Operators- Power Plant $65.05 7A 3K 8X View Underground Sewer Et Water I King Pumps - Water $65.05 7A 3K 8X View ' "y� ^� °' �° . . . ' '- . . � ' . . ' .^. . . ^ '~ '-~`. Underground Sewer Et Water from base to boom King Power Equipment Operators- Transporters, AR Track Or Truck $69.16 7A 3K 8X View Underground Sewer Et Water Type King Power Eguipment Operators- Trenching Machines $68.02 7A 3K 8X View Underground Sewer Et Water King Power Eguipment Operators- Truck Crane Oiter/driver - 100 $68.55 7A 3K 8X View Underp,round Sewer Et Water Tons And Over King Power Eguipment Operators- Truck Crane Oiter/Driver Under $68.02 7A 3K 8X View Underground Sewer Et Water 100 Tons King Power Equipment Operators- Truck Mount Portable Conveyor $68.55 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Welder $69.16 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmalt Type $65.05 7A 3K 8X View Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $68.55 7A 3K 8X View Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $50.96 5A 4A View Trimmers King Power Line Clearance Tree Spray Person $48.35 5A 4A Vie Trimmers King Power Line Clearance Tree Tree Equipment Operator $50.96 5A 4A View Trimmers '.King Power Line Clearance Tree Tree Trimmer $45.54 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $34.51 5A 4A View Trimmers 'King Refrigeration & Air Conditioning Journey Level $82.51 6Z 1G View Mechanics King Residential Brick Mason Journey Level $58.82 5A 1M View King Residential Carpenters Journey Level $32.06, 1 View King Residential Cement Masons Journey Level $29.25 1 View King Residential Drywall Applicators Journey Level $46.43 7A 4C View King Residential Rry�y�[[ Ta ers Journey Level $47.17 5P 1 E View King Residential Electricians Journey Level $36.01 1 View King Residential G[aziers Journey Level $44.151 7L 1H View King Residential Insulation Applicators Journey Level $29.87 1 View King Residential Laborers Journey Level $26.18 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $27.80 1 View King Residential Plumbers Et Journey Level $39.43 1 View King Residential Refrigeration Et Air Journey Level $54.12 5A 1G View King Residential Sheet Metal Workers Journey Level (Field or Shop) $51.89 7F 1R View King Power Equipment Operators- Tower Cranes: over 250' in height $71.26 7A 3 K 8X View King Residential Sprinkler Fitters (Fire Journey Level $48.18 5C 2R View King Residential Stone Masons Journey Level $58.82 5A 1M View King Residential Terrazzo Workers Journey Level $54.06 5A 1M View King Residential Terrazzo/Tile Journey Level $24.39 1 View King Residential Tile Setters Journey Level $21.041 1- View King Roofers Journey Level $53.271 5A 3H View King Roofers Using Irritable Bituminous $56.27 5A 3H View Materials King Sheet Metal Workers Journey Level (Field or Shop) $85.88 7F 1 E View King Shipbuilding Et Ship Repair New Construction Boilermaker $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Carpenter $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Crane Operator $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Electrician $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Heat Et Frost $76.61 5J 4H View Insulator °King Shipbuilding & Ship Repair New Construction Laborer $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Machinist $36.36 7V 1 View v� King Shipbuilding Et Ship Repair New Construction Operating $36.36 7V 1 View =. Engineer King Shipbuilding Et Ship Repair New Construction Painter $36.36 7V 1 View t King Shipbuilding Et Ship Repair New Construction Pipefitter $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Rigger $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Sheet Metal $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction Shipfitter $36.36 7V 1 View King Shipbuilding Et Ship Repair New Construction $36.36 7V 1 View Warehouse/Teamster King Shipbuilding Et Ship Repair New Construction Welder / $36.36 7V 1 View Burner King Shipbuilding Et Ship Repair Ship Repair Boilermaker $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Carpenter $44.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Electrician $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost Insulator $76.61 5J 4H View '. King Shipbuilding Et Ship Repair Ship Repair Laborer $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Painter $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Pipefitter $46.151 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Rigger $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $46.15 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Shipwright $44.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Warehouse / $45.06 7Y 4K View Teamster King Sign Makers Et Installers Journey Level $50.90 0 1 View �Etectrical) King Sign Makers Et Installers (Non- Journey Level $31.52 0 1 View Electrical} King Soft Floor Layers Journey Level $51.07 5A 3J View King Solar Controls For Windows Journey Level $13.50 1 View King Sprinkler Fitters (Fire Protection) Journey Level $81.39 5C 1X View King Stage Rigging Mechanics (Non Journey Level $13.50 1 View Structural) King Stone Masons Journey Level $58.82 5A 1M View King Street And Parking Lot Sweeper Journey Level $19.09 1 View Workers King Surveyors Assistant Construction Site $68.02 7A 3K 8X View Surveyor I uyt. 1 V VI L%J King Surveyors I Chainman 1 $65.051 7A I 3K 8X I View King Surveyors Construction Site Surveyor $69.16 7A 3K 8X View King Telecommunication Technicians Journey Level $51.07 7E 1 E View King Telephone Line Construction - Cable Splicer $41.81 5A 2B View Outside King Telephone Line Construction - Hole Digger/Ground Person $23.53 5A 2B View Outside King Telephone Line Construction - Installer (Repairer) $40.09 5A 2B View Outside King Telephone Line Construction - Special Aparatus Installer 1 $41.81 5A 2B View Outside — — pKing Telephone Line Construction - Special Apparatus Installer II $40.99 5A 2B View Outside — — 'King Telephone Line Construction - Telephone Equipment Operator $41.81 5A 2B View Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $38.92 5A 2B View Outside (Light) King Telephone Line Construction - Telephone Lineperson $38.92 5A 2B View Outside — — King Telephone Line Construction - Television Groundperson $22.32 5A 2B View Outside King Telephone Line Construction - Television Lineperson/Installer $29.60 5A 2B View Outside !.King Telephone Line Construction - Television System Technician $35.20 5A 2B View Outside a King Telephone Line Construction - Television Technician $31.67 5A 2B View Outside King Telephone Line Construction - Tree Trimmer $38.92 5A 2B View Outside King Terrazzo Workers Journey Level $54.061 5A 1M View King Tile Setters Journey Level $54.061 5A 1M View King Tile Marble it Terrazzo Finishers Finisher $44.89 5A 1B View King Traffic Control Stripers Journey Level $47.68 7A 1K View 7A - lKing Truck Drivers Asphalt Mix Over 16 Yards $61.59 5D 4Y 8L View King Truck Drivers Asphalt Mix To 16 Yards $60.75 5D 4Y 8L View King Truck Drivers Dump Truck $60.75 5D 4Y 8L View King Truck Drivers Dump Truck Et Trailer $61.59 5D 4Y 8L View King Truck Drivers Other Trucks $61.59 5D 4Y 8L View King Truck Drivers - Ready Mix Transit Mix $61.59 5D 4Y 8L View King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 View Installers King Well Drillers it Irrigation Pump Oiler $13.50 1 View Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 View Installers Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule,shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid 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. 1 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 1. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day)shall be paid at one and one-half times the hourly rate of wage.(except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day,ten- hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty(40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12)in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8)hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty(40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage.After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage.Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty(40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays,and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more.When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight(8)hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4)hours of overtime after eight (8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations,generating plants, industrial plants, associated installations and substations,except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two(2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(1%z)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I. The First eight(8)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. J. The first eight(8)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve(12)in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve(12)in a day Monday through Saturday,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. 5 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 4. L. The first twelve(12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on a Saturday in excess of twelve (12)hours shall be paid at double the hourly rate of pay. All hours worked over twelve(12)in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage.All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9)hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays,and all work performed between the hours of midnight(12:00 AM)and eight AM(8:00 AM) every day shall be paid at double the hourly rate of wage. O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage. After an employee has worked in excess of eight(8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first four(4)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage,so long as Saturday is the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays shall be paid at double the hourly rate of wage. T. The first two(2)hours of overtime for hours worked Monday-Friday shall be paid at one and one-half times the hourly rate of wage.All hours worked in excess of ten(10)hours per day shall be paid at double the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. For work on Saturday which is scheduled prior to the end of shift on Friday,the first six(6)hours work shall be paid at one and one-half times the hourly rate of wage,and all hours over(6)shall be paid double the hourly rate of wage. For work on Saturday which was assigned following the close of shift on Friday,all work shall be paid at double the hourly rate of wage. U. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.(Except on makeup days if work is lost due to inclement weather, then the first eight(8)hours on Saturday may be paid the regular rate.)All hours worked over twelve(12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 6 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 4. V. Work performed in excess of ten(10)hours of straight time per day when four ten(10)hour shifts are established or outside the normal shift(5 am to 6pm),and all work on Saturdays,except for make-up days shall be paid at time and one-half(1 ''/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. 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 atone 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. 7 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Overtime Codes Continued 4. Y. Work performed in excess of eight(8)hours of straight time per day, or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift,and all work on Saturdays shall be paid at time and one-half the straight time rate.All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00) per hour for all hours worked that shift. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays:New Year's Day,Presidents' Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day,Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor 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). 8 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Holiday Codes Continued 5. R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And The Day Before Or After Christmas(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 6. A. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- Day On Christmas Eve Day.(9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10). I. Paid Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays:New Year's Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 9 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Holiday Codes Continued 7. D. Paid Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 10 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Holiday Codes Continued 7. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day(10).If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9).If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. V. Holidays:New Year's Day,President's Birthday,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,the day before or after Christmas,and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday,the day observed by the Nation shall be 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. Z. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the day before Christmas Day and Christmas Day. (8)Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. B. Holidays:New Year's Day, Martin Luther King Jr. Day, President's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day,and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the day before Christmas Day and Christmas Day.(8) 11 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Holidav Codes Continued 15. D. Holidays:New Year's Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,Christmas Day,and the day after Christmas. E. Holidays:the day before New Years's Day,New Year's Day,Martin Luther King,Jr.Day,Presidents'Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day,Friday after Thanksgiving Day,the day before Christmas,and Christmas Day.(12) Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit: $2.00,Class B Suit: $1.50, Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15) minutes during the shift shall be used in determining the scale paid. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit: $2.00,Class B Suit: $1.50, And Class C Suit: $1.00.Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked. Workers who do"pioneer"work(break open a cut,build road,etc.)more than one hundred fifty(150) feet above grade elevation receive an additional$0.50 per hour. 12 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Note Codes Continued 8. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over l01'to 150'-$3.00 per foot for each foot over 101 feet.Over 151'to 220'-$4.00 per foot for each foot over 220 feet. Over 221'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures(such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25'to 300' -$1.00 per foot from entrance. 300'to 600' -$1.50 per foot beginning at 300'.Over 600' -$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit: $2.00,Class B Suit: $1.50,Class C Suit: $1.00,and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus$2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift,then the special shift premium will be applied to the basic hourly rate.When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work: When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work (work located in the tide plane)all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents($0.75)per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium:Basic hourly rate plus$2.00 per hour.When due to conditions beyond the control of the Employer or when an owner(not acting as a contractor),a government agency or the contract specifications require that more than(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift,they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 13 Benefit Code Key—Effective 8/31/2019 thru 3/3/2020 Note Codes Continued 9. A. Workers working with supplied air on hazinat projects receive an additional$1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications require that more than four(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid$0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A)— 130'to 199'—$0.50 per hour over their classification rate. (B)—200'to 299'—$0.80 per hour over their classification rate. (C)—300' and over—$1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. Tide Work:When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work:When employees are called out between the hours of 6:00 p.m.and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,bridges,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. E. Heavy Construction includes construction,repair,alteration or additions to the production,fabrication or manufacturing portions of industrial or manufacturing plants,hydroelectric or nuclear power plants and atomic reactor construction.Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00, Level B: $0.75,Level C: $0.50,And Level D: $0.25. r 14