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HomeMy WebLinkAboutCAG2022-190 - Original - King County - S 212th St Preservation Reimbursment Ageement - 06/21/2022ApprovalOriginator:Department: Date Sent:Date Required: Mayor or Designee Date of Council Approval: Grant? Yes No Type:Review/Signatures/RoutingDate Received: City Attorney: Comments: Date Routed: Mayor’s Office City Clerk’s OfficeAgreement InformationVendor Name:Category: Vendor Number:Sub-Category: Project Name: Project Details: Agreement Amount: Start Date: Local Business? Yes No* Business License Verification: If meets requirements per KCC 3.70.100, please complete “Vendor Purchase-Local Exceptions” form on Cityspace. Yes In-Process Exempt (KCC 5.01.045) Notice required prior to disclosure? Yes No Contract Number: This form combines & replaces the Request for Mayor’s Signature and Contract Cover Sheet forms. (Print on pink or cherry colored paper) Visit Documents.KentWA.gov to obtain copies of all agreementsadccW22373_1_20 Budget Account Number: Budget? Yes No Dir Asst: Sup/Mgr: Dir/Dep: rev. 20210513 FOR CITY OF KENT OFFICIAL USE ONLY Agreement Routing Form For Approvals, Signatures and Records Management (Optional) Basis for Selection of Contractor: * Memo to Mayor must be attached Termination Date: Authorized to Sign: Nancy Y. for Abdulnaser Almaroof Public Works 05/09/2022 5/10/2022 4 02/15/2022 R90122 4 N/A King County Contract Other S.212th Street Preservation Asphalt overlay of S.212th St. from the Green River Bridge to Orillia Road. N/A Other This is a reimbursement agreement for King County to Reimburse the City of Kent for overlaying the portion of road that lies within King County. Approved by Council on Feb. 15, 2022 Okay to sign - Christina Schuck 5/9/22 Signature page on page 9 of the packet CAG2022-190 Interlocal Agreement Between the City of Kent and King County Regarding the Design and Construction of South 212th Street - Page 1 of 6 INTERLOCAL AGREEMENT BETWEEN THE CITY OF KENT AND KING COUNTY REGARDING THE DESIGN AND CONSTRUCTION OF SOUTH 212 TH STREET This INTERLOCAL AGREEMENT (“ILA”) is made by and between King County (the "County") and the City of Kent, a municipal corporation of the State of Washington (the "City"). Together the County and the City are sometimes referred to herein as the “Parties” and individually as a “Party”. RECITALS A. The City has a project to design and construct the pavement rehabilitation on South 212 th Street from Green River Bridge to Orillia Road (“Project”). B. The full road right-of-way at South 212 th Street is in the limits of the City; and the right - of-way at the west end of the Project (west of 42nd Ave South) lies both within the limits of the City and County. C. The City is willing and able to design and construct the Project. The County has agreed to reimburse the City for all actual costs to design andconstruct the Project within the County’s right- of- way, including the costs of construction management. D. The Parties can achieve cost savings and benefits in the public's interest by having the City design and construct the Project. E. The Parties are authorized by Chapter 39.34 RCW to enter into an interlocal cooperation agreement of this nature. NOW, THEREFORE, the Parties agree as follows: AGREEMENT 1. PURPOSE OF AGREEMENT.The purpose of this Agreement is to set forth the terms, conditions and roles and obligations of the Parties. 2. SCOPE OF WORK.The scope of work for the Project includes full width grinding and asphalt overlay of South 212th Street between the Green River Bridge and Orillia Rd (including the part of the street located within the County’s right-of-way between these limits).The project will also include pavement repairs, pavement markings, curb and gutter repairs, and improvements to existing ADA curb ramps. The plans and specifications for the Project are attached as Exhibit A. 3. CITY RESPONSIBILITIES.The City shall provide the necessary engineering, administrative, inspection, clerical and other services necessary for the execution of the Project. 3.1 Design and Permitting. The City shall provide the engineering design plans for the Interlocal Agreement Between the City of Kent and King County Regarding the Design and Construction of South 212th Street - Page 2 of 6 Project. The City will perform all design and engineering services for the Project in accordance with all applicable standards and with consultation with the County. The City will apply for and be issued the permits necessary to construct the Project. 3.2 Public Outreach. The City shall carry out all public outreach regarding the Project. 3.3 Contract Administration. 3.3.1 Project Bidding and Award. The City shall prepare the contract bid documents and advertise the Project. The City shall provide the County with a copy of the construction documents and the bid documents. The City shall award the contract to the lowest responsible bidder for the Project subject to applicable laws and regulations. The City shall provide bid tabulations to the County upon request. 3.3.2 Project Construction. The County shall be invited to attend the preconstruction meeting. The City will notify the County when the Project construction begins and will keep the County advised as to the progress of the Project. The City shall not order or approve any changes in the approved Project design which substantially change the nature of the Project (within the County’s right-of-way) without first consulting the County for approval. 3.4 Project Inspection. At the completion of the Project, both parties shall perform a mutual final inspection of the Project. The County may provide a written deficiency list (for the area within the County’s right-of-way) to the City within five (5) business days after the final inspection of the Project. The City’s contractor will remedy the deficiencies necessary to ensure that the Project features within the County right-of-way comply with the approved engineering design plans, all permit conditions, project specifications or applicable City and County standards. Final project acceptance will be by the City as the lead agency of the Project. 4. COUNTY RESPONSIBILITIES. 4.1 Review of Project Plans. The County shall review the plans and specifications prepared by the City regarding work within the County’s right-of-way prior to the City advertising the Project and may provide comments to the Cityno later than ten (10) business days after receipt of the plans and specifications. 4.2 Request for Changes. The County shall notify the City, in writing, of any changes to the plans and specifications the County proposes for the portion of the Project located within the County’s right-of-way. The parties shall jointly determine whether any changes requested by the County will be implemented. The County shall be financially responsible for those requested changes. This County financial responsibility will be in addition to the County’s financial obligation as described in Section 5. Interlocal Agreement Between the City of Kent and King County Regarding the Design and Construction of South 212th Street - Page 3 of 6 4.3 Permits and Right-of-Entry. 4.3.1 The County hereby grants the City right-of-entry into the corporate limits of the County for the purpose of performing any and all tasks necessary to complete the Project. 4.4 Inspection During Construction. The County may inspect the Project to ensure proper compliance with the approved engineering design plans and any permit conditions during construction of the Project. The County shall advise the City of any deficiencies noted during its inspections. The County’s inspector shall not communicate directly with or instruct the City’s contractor directly on any matters regarding contract performance. 4.5 Costs. The County shall be responsible for all costs associated with the Project (within the County’s right-of-way). 5. PAYMENT. 5.1 Reimbursement by the County. The County will reimburse the City for all actual costs incurred by the City related to the Project (within the County’s right-of-way), including all direct and indirect costs. 5.2 Invoice. The City shall invoice the County within 30 days after the execution of this agreement for the Project costs, and invoice monthly for incurred costs. The County shall pay the City no later than 30 days after the County receives the City’s invoice, with one percent per month interest being charged to the County as a delinquent charge, starting 30 days after the billing date. 6. DURATION/TERMINATION. 6.1 Duration of Agreement. This Agreement shall remain in effect until final acceptance of the Project and payment by the County of all monies due from the County to the City subject to the early termination provisions in Section 6.2 and 6.3. 6.2 Termination with Notice. If expected or actual funding from sources other than the County and the City is withdrawn, reduced or limited in any way prior to the completion of the Project, either Party may, with 30 days’ written notice to the other Party, terminate this Agreement. 6.3 Termination Prior to Completion. If the County terminates this Agreement prior to completion, it shall reimburse the City for all actual costs incurred by the City related to the Project (within the County’s right-of-way), prior to the termination date. For purposes of this section, the termination date shall be 30 days after the date written notice was provided. Interlocal Agreement Between the City of Kent and King County Regarding the Design and Construction of South 212th Street - Page 4 of 6 7. FORCE MAJEURE.The City's performance under this Agreement shall be excused during any period of force majeure. Force majeure is defined as any condition that is beyond the reasonable control of the City, including but not limited to, natural disaster, severe weather conditions, contract disputes, labor disputes, epidemic, pandemic, delays in acquiring right-of-way or other necessary property or interests in property, permitting delays, or any other delay resulting from a cause beyond the reasonable control of the City. 8. DISPUTE RESOLUTION. 8.1 Informal Resolution. In the event of a dispute between the Parties regarding this Agreement, the Parties shall attempt to resolve the matter informally. 8.2 Formal Resolution Process. If the Parties are unable to resolve the matter informally, the matter shall be decided by the Public Works Director of the City and the Director of the King County Road Services Division. If the Parties are unable to reach a mutual agreement, either Party may refer the matter to non- binding mediation. Each Party will be responsible for its own costs for mediation and shall share the costs of the mediator equally. 8.3 Continuing Performance. Unless otherwise expressly agreed to by the Parties in writing, both the City and the County shall continue to perform all their respective obligations under this Agreement during the resolution of the dispute. 8.4 Governing Law and Venue. This Agreement shall be interpreted in accordance with the laws of the State of Washington in effect on the date of execution of this Agreement. In the event that either Party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the Parties agree that any such action or proceedings shall be brought in a court of competent jurisdiction situated in Kent, King County, Washington. 9. INDEMNIFICATION. To the extent permitted by law, each Party to this Agreement shall protect, defend, indemnify, and save harmless the other Party, and its officers, officials, employees, and agents, while acting within the scope of their employment, from any and all costs, claims, demands, judgments, damages, or liability of any kind including injuries to persons or damages to property, which arise out of, in any way result from, or are connected to negligent acts or omissions by or on behalf of the indemnifying party in the exercise of its rights and obligations pursuant to this Agreement. The City agrees that it is fully responsible for, and that its indemnity and defense obligations extend to, claims arising out of the negligent acts and omissions of its contractor, its contractor’s subcontractors, and their employees and agents, acting within the scope of their employment. Both Parties agree that they are responsible for the acts and omissions of their own employees. No Party shall be required to indemnify, defend, or save harmless the other Party if the claim, suit, or action for injuries, death, or damages is caused by the negligence of the Party seeking indemnification. Where such claims, suits, or actions result from concurrent negligence of the Parties, the indemnity provisions Interlocal Agreement Between the City of Kent and King County Regarding the Design and Construction of South 212th Street - Page 5 of 6 provided herein shall be valid and enforceable only to the extent of a Party's own negligence. Provided that, the County’s indemnity and defense obligations shall not extend to claims for injuries to persons or property occurring outside of the right-of-way area. Each Party agrees that its obligations under this indemnification section extend to any claim, demand, and/or cause of action brought by, or on behalf of, any of its employees or agents. For this purpose, each Party, by mutual negotiation, hereby waives, with respect to the other Party only, any immunity that would otherwise be available against such claims under the industrial insurance provisions of Title 51 RCW. In the event of any claims, demands, actions and lawsuits, the indemnifying Party upon prompt notice from the other Party shall assume all costs of defense thereof, including legal fees incurred by the other Party, and of all resulting judgments that may be obtained against the other Party. In the event that either Party incurs attorney fees, costs, or other legal expenses to enforce the provisions of this section, all such fees, costs and expenses shall be recoverable by the prevailing Party. This indemnification shall survive the expiration or earlier termination of this Agreement. 10. INSURANCE.The City certifies that it is fully self-insured for its liability exposures. To the extent that an incident arising out of the negligence of the City in the performance of this Agreement occurs, the City’s self-insured program will respond. The City shall require its contractor to include King County as an additional insured under its general liability and automobile liability policies, and to name King County as an indemnified party pursuant to, and prior to engagement in, any Project work. 11. AUDITS AND INSPECTIONS.The records and documents pertaining to all matters covered by this Agreement shall be retained and be subject to inspection, review, or audit by the City or the County during the term of this Agreement and for three (3) years after termination. 12. ENTIRE AGREEMENT AND AMENDMENTS.This Agreement contains the entire written agreement of the Parties and supersedes any and all prior oral or written representations or understandings. 13. INVALID PROVISIONS.If any provision of this Agreement shall be held invalid, the remainder of the Agreement shall not be affected if such remainder would then continue to serve the purposes and objectives of the Parties. 14. OTHER PROVISIONS.The headings in this Agreement are for convenience only and do not in any way limit or amplify the provisions of this Agreement. 15. NO THIRD-PARTY RIGHTS.Nothing contained herein is intended to, nor shall be construed to, create any rights in any third party, or to form the basis for any liability on the part of the Parties to this Agreement, or their officials, officers, employees, agents or representatives, to any third party. Interlocal Agreement Between the City of Kent and King County Regarding the Design and Construction of South 212th Street - Page 6 of 6 16. WAIVER OF BREACH.Waiver of any breach of any provision of this Agreement shall not be deemed to be a waiver of any prior or subsequent breach and shall not be construed to be a modification of the terms of this Agreement. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the latest date written below. KING COUNTY CITY OF KENT _____________________________ _____________________________ King County Executive City Mayor _____________________________ _____________________________ Date Date Approved as to Form Approved as to Form ____________________________ _____________________________ King County Deputy Prosecuting City of Kent Law Department Attorney 1� 0 KEN T WASH I N G T O N CITY OF KENT DANA RALPH - MAYOR MEMBERS OF CRY COUNCIL MARLI LARMER SATWNDER KAUR LES THOMAS TON TRd1R81 BILL BOYCE BRENDA FNCEER ZANDRA MICHAUD CHAD BEREN - DIRECTOR OF PUBLIC WORKS KIM KOMOTO - CRY CLERK KELLY PETERSON- DEPUTY DIRECTOR - ENGINEERING PAT FI ZPATRICK - CRY ATTORNEY PUBLIC WORKS PROJECT S 212TH ST. PRESERVATION (GREEN RIVER BRIDGE TO u ORILLIA RDAENT CITY LIMITS) JOB NUMBER 20-3012 SHEETINDEX NO. TITLE 1 COVER SHEET 2 GENERALNOTES 3 BID ITEMS 4 DETAILS 5 SHEET INDEX MAP 5-15 PAVING PLAN SHEETS AND CURB RAMPS 1624 CHANNELIZATION SHEETS EXHIBIT A to Interlocal Agreement VICINfrY MAP HOT TO SOME SHEET I OF 24 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHAH BE IN ACCORDANCE WITH THE 2021 EDITON OF THE MOT STANDARD SPECHICATONS AND THE KENT SPECIAL PRONSONS. 2 EMSTNG UTUTES SHOWN HEtECN ARE APPROXIMATE AND NOT NECESSARILY CO PL IT IS THE SIX£ RESPONSBNDY OF TIE COMP-- TO INDEPENDENTY VERIFY WE ACCURACY OF ALL UTUTY LOCATIONS AND TO FURTHER DISC- AND AYCD ANY OTHER UTUTES NOT SHORN HEREON WHICH MAY BE AFFECTED BY THE IMPIEMENTATON OF THIS PLAN. 3. IDENTIFlCATON, LOCATON, MARKING AND RESPONSSUTY FOR UNDERGROUND FACIUTES OR UTUTES IS GOVERNED BY THE PROVISONS O CHAPTER 13.122 REFUSED CODE O WASHINGTXN. THE CONTRACTO SHALL CONTACT THE UNDERGROUND UTUTES LOCATON SERNCE (811) AT LEAST TWO WORKING DAYS PMOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONRUCT EXISTS. 4. CAUTION - E%TFdME HAZARD - OVERHEAD AND UNDERGROUND ELECTRICAL SERNCE ONES ARE NOT SHORN OH THE DRAWINGS. THE CONTRACTOR IS RESPONSBIE FOR DETERMINING WE EXTENT OF ANY HAZARD CREATED BY OVERHEAD AND UNDERGROUND EECTRICAL POWER IN ALL AREAS AND SHALL FOLOW PROCEDURES DURING CONSTRUCTION AS REWIRED BY LAW AND REGULATOR. PRIOR TO .CONSTRUCTION. WE CONTRACTOR SHALL MEET WITH UTILITY OWNERS AND DETERMINE THE EXTENT O HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WIHATENSR PRECAUTOHS THAT MAY BE REWIRED. AT THE EXPENSE O THE CONTRACTOR. 5. ALL DEPTHS INDICATED ARE COMPACTED DEPTH. HMA SHALL MEET WE sFrancATIORS OF HMA GLASS 1/2. PG 5HV-22. 6. UNLESS NOTED OTHERWISE, ALL EXISTNG CITY O KENT WATER -E BOX TOP SECTONS AND LIDS WITHIN THE CONSTRUCTION OMITS SHALL BE REPLACED WITH DEEP SKIRT RISERS AND LIDS AND AD-- N FlNISIED GIRAOE Z. UNLESS NOTED OTHERWISE, ALL EDSTNG CITY O KENT SEWER/STORM DRAIN MANHOLE FRAMES AND CORALS WITHIN THE CONSTRUCTOR OMITS SHALL BE ADASTED TO FINISHED GRADE MAY NEED TO BE RE- .. -Is. CONTRACTOR SHALL PRESERVE AND PROTECT FASTING MONUMENTS. UTIUTES, AND FEATURES NOT SCHEDULED FOR REMOVAL 9. SA INTO ETOSTNG ASPHALT AND CONCRETE SHALL BE ALONG NEAT, CONTNUOUS, PLANED, SAWED, OR WHET CUT ONES TD W EWCON NOT IR SSH PRESERVE AND PROTECT EMSTNG CEMENT CONCRETE CURB. GUTTER, AND ED TO BE REMOVED. 11. THE CONTRACTOR SHALL MAINTAIN ACCESSBLL PEDESTRIAN ACCESS ROUTE WDUW THE PROJECT AREA AT Al TARES 12 THE CONTRACIYXR SHALL COMPLY WITH ALL PUBLIC CONVENIENCE AND SAFETY MEASURES AS DESCRIBED IN SECTON 1-OZ.23 O THE CONTRACT SPl.FCATONS FOR STORING O EQUIPMENT AND MATERIALS DURING NON -WORKING HOURS 13. PRIOR TO ANY CONSTRUCTION ACTNTY. WE CONTRACTOR SHALL ATTEND A PRE -CONSTRUCTION CIXNFERENCE WITH THE CITY O KENT CONSTRUCTION MANAGEMENT. 14. THE CONTRACTOR SHALL PERFORM THE PLANING OPERATIONS NO MORE THAN T CALENDAR DAYS AHEAD OF THE TIME THE PLANED AREA IS TO BE PAVED, UNLESS OTHERWISE DRECTED BY THE ENGNER IN WIRTNG. 15. DISTIRBED PANTING AREAS - BE RESTORED WTH TOSgL AND SEEDED LAWN, TOPSOIL AND K. OR WOOD CHIP MULW AS OIRECIED BY THE ENgNEER. WORK SHALL BE PAD FOR IN ACCORDANCE WTH KEMT SPEDAL RDNSIXN 6-2 16. STATONING PROVIDED PURELY FOR INFO RMATONAL PURPOSES NO CONSTRUCTION STAKING WILL BE PR-- BY THE CITY. CURB RAMP NOTES: 1. ALL CURB RAMPS MUST ADHERE TO THE ADA WIDEUNES AS OUTLINED IN THE TENSED DRAFT GUIDELINES FOR ACCESSBLE PUBLIC RIGHT-O-WAY (US ACCESS BOARD. 2005). 2 RAMP DIMENSIONS ARE PRONDED FOR REFERENCE ONLY. DIMENSONS ARE TO BE FEUD VERIFIED. CURB RAMPS SHALL BE CONSTRUCTED TO NOT EXCEED NOTED SLOPES. ADJUST (LENGTHS TO MEET THE NOTED SLOPES. WERE NO RAMP RUNNING SLOPE IS PRONDED, RAMP IENGTH TO MEET MINIMUM 15'. 3. WITHIN CURB RAMP PAY OMIT: ALL RAMPS CROSS SLOPE :AS NOTED. LANDING RUNNING SLOPE: AS NOTED: WERE THE MAXIMUM SLOPE IS NOT DENOTED, MATCH -ME SLOPE RAMP RUNNING AOPE: AS NOTED; WERE WE MAXIMUM SLOPE IS NOT DENOTED, EXTEND RAMP TO 15' AT BACK OF W". 4. THE GRADE BREAK BETWEEN WE TWO ADJACENT SURFACE PLANES SHALL BE FWSI. INSTALL 3/8' EXPANSON JOINT AT GRADE BREAK PER KENT STD PLAN 6-35. ALL GRADE BREAKS MUST BE PERPENDICULAR TO THE PEDESTRIAN TRAVEL PATH. 5. CURB RAMP PAY UNIT INCLUDES LANDING, RAMPS, AND DETECTABLE WARNING SURFACE AS SHOW IN WE CURB RAMP DETAIL ALL CURB AND GUTTER, PEDESTRIAN WRB. WANSTON AREA, AND UTILITY WORK SHALL BE PAD FOR SEPARATELY. 6. WE BID ITEM 'CEMENT CONCRETE CURB RAMP TYPE DOES NOT INCLUDE WE ADJACENT CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, PEDESTRIAN WRB, OR SIDS. T. CURB RAMPS AND LANDING SHALL RECEIVE A BROOM FINISH. SEE SPECHICATONS B-14. B. USE CONSTANT SLOPE FROM B070M OF RAMP TO TOP OF RAMP. DO NOT INCLUDE ABUTTING LANDINGS) OR SDEWAIK IN WE CURB RAMP LENGTH MEASUREMENT. NO EXPANSION JOINTS ORE AVOWED ON RAMP ELEMENTS 9. CONTRACTON JOINTS ARE ALLOWED ON RAMP ONLY WIZEN RAMP EXCEEDS 8 FEET. WHEN ALLOWIEO. CONTRACTON JOINTS ARE EQUALLY SPACED: 48' O.C. MIN. 1O FOR DETECTABIE WARNING STRIP DETAILS AND PLACEMENT CLARIFICATION, WE CONTRACTOR SHALL REFER TO MOT STANDARD PUNS F-45.10 (NOTE 6 O THIS STANDARD PLAN DOES NOT APPLY TO THIS CONTRACT). 11. MATCH EDSTING CURB RETURN INCLUDING RADIUS AND EIEVATONS UNLESS OTHERWISE NOTED. THE CONTRACTIXt IS RESPONSIBLE FOR OBTANING THE HORIZONTAL AND VERTCAL INFORMATION NEEDED FROM THE EXISTING CURB TO CONSTRUCT THE NEW CURB IN WE SAME LOCATION. 12. PEDESTRIAN CURB MAY BE OMITTED IF WE GROUND SURFACE AT WE BAG( OF THE CURB RAMP AND/OR LANDING WILL BE AT WE SAME EIEVATON AS WE CURB RAMP OR LANDING AND THERE WILL BE NO MATERIAL TO RETAN. 13. SEE MOT STD PLAN F-30.10 FOR CEMENT CONCRETE SO- DETAILS 14. VERTICAL WRB SHALL BE USED FOR ALL NEW STD- CONSTRUCTION. MOUNTABLE CURB SHALL BE USED FOR ALL NEW ISLAND CONSTRUCTION. NEW SIDEWALK TO MATCH GRACE AND SLOPE O EXISTING SICEWALIK/URIVEWAY. TRANSTON SCEWrWK CROSS SLOPE TRANSITION FROM i.SS AT NEW RAMP TO EXISTING SDEWAU(/DRVEWAY ALOE. 15. PROTECT SIDEWALK, CURB AND GUTTER, SIGNS, PONES, MAL BOXES AND OTHER APPURTENANCES NOT IDENTFlED FOR REMOVAL 16. TRANSITON PANEL SHALL BE ONE FOOT PER IX CROSS SLOPE CHANGE IN GRADE MINIMUM TO THE NEAREST SDEWAIK JCMT. LEGEND: ® TRANSTON SO- DETECTABLL WARNING SURFACE SAW CUT UNE - - - - - - RIGHT O WAY m O EXISTING J CTON BOX O$ EXISTING SANITARY SEWER MANHOLE OT EMSTNG COMMUNICATORS MANHOLE EISTNG WATER VALVE l !- TOp --No FIRE HYDRANT EMSTNG STORM SEWER MANHOLE ❑1 EDSTNG STORM SEWER CATCH BASIN b EXISTING SON POST ® EXISTING SURVEY MONUMENT O EMSTNG TREE p s EXISTING POW RI POLE EXISTING GAS VALVE TEMPORARY EROSION AND SEDIMENT CONTROL NOTES: - 71. INSTALL STORM DRAIN INLET PROTECTON ON ALL CATCH BASINS WITHIN THE CONSTRUCTON UNITS IS. ANY EXPOSED AREAS THAT HAVE BEEN STRIPPED O VEGETATON, INCLUDING ROADWAY OR AS DIRECTED BY THE ENGINEER, PER WSCIT STANDARD PLAN I-NO20-00 EMBANKMENTS, SHALL BE STABIUZED WITH APPROVED TESC METHODS (E.G. SEEDING, T2 THE IMPLEMENTATON OF THE TESC MEASURES, INCLUDING CONSTRUCTON, MAINTENANCE, MULCHING, NETTNG PERMANENT FROSON BLANKET, ETC.) WITHIN 2 DAYS DURING THE WET ABBREVIATIONS: = REPLACEMENT, AND UPGRADING OF THE TESC FACIUTES IS THE RESPONSBUTY OF THE CONTRACTOR SEASON (DUTOSER 1 THROUGH APRIL 30) AND WITHIN T DAYS DURING THE DRY SEASON (MAY 1 THROUGH SEPTEMBER sr))ORAS DIRECTED BY THE ENGINEER. TRANS 1RANSITgN UNTIL ACONSTRUCTION IS COMPLETAND ACCEPTED BY E CITY. LL ED TI SO n. THE TESL FAgUTES SHOWN ON THIS PLAN SET MUST BE CONSTRUCTED IN CONJUNCTON WTH OR T/. ALL TEMPORARY ER09ON AND SEDIMENT CONTROL BMPS SNALL BE GLEANED WHEN U/W DRIVEWAY $ OR TO ASPHALT REMOVAL, AND IN SUCH A MANNER AS TO ENSURE THAT SEGMENT LADEN WATER d DOES NOT ENTER THE DRAINAGE SYSTEM O MGATE STATE WATER WAUTY STANDARDS. WE TESC FAOUTEB MUST BE FUNCTIONAL BEFORE LAND DISTURBING ACTNTES TAKE PI -AGE. SEDIMENT REACHES 1/3 THE CAPACITY O THE BMP. ALL SEDIMENTS REMOVED DUPING WE GLEANING OPERATION WILL BE PREVENTED FROM ENTERING INTO THE LTTYS STORM SYSTEM OR ANY SURFACE WATER SYSTEM (WETLANDS. STREAMS, OE . PONDS, ETC). CS MB INCG CATCHBASIN MAIL BOX LANDING BACK OF CURB F T4 WE TESL FACUTES SHOWN ON THIS PLAN SET ARE THE MINIMUM REDAROMENTS FOR ANTCIPATED TO. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS OF THE CITY OF ENT SURFACE WATER NOU NORTH STE CONDITIONS DURING THE CONSTRUCTON PERIOD, THESE TESC FAGUTES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED RANFALL EVENTS AS DIRECTED BY THE ENGINEER. A DESIGN MANUAL T9. THE CONTRACTOR SHALL REMOVE ALL REMAINING TESL FAGUTES AT PROJECT COIMPIETON. S W E SGUTI WEST EAST =,P�gaxws KNiyR4� W. 111E TESL FACILITIES SHALL BE INSPECTED DAILY BY ME CONTRACTOR "I MAINTAINED AS EX EXISTING n NECESSARY TO ENSURE THEY CONTINUE TO FUNCTION AND OPERATE AS INTENDED. WHEN TEMPORARY R CONTROL DEVICES ARE NO LONGER NEEDED. WE CONTRACTOR SHALL REMOVE THEM AND NIC R/W NOT IN CONTRACT RIGHT O WAY IMMEDIATELY WORK TO STABILIZE THE AREAS THEY OCCUPIED AS THE ENGNEER DIRECTS. SD STORM DRAN m dT R xelEH - CM N/A "T of Kent PublicCity Works DHg6rmTent GENERAL NOTES S 212TN ST PRESERVATION 2 D 24 '�P/PeaP (CENT EBguM-g DiYision BID ITEMS: 1m0 REMOVE E%ISTNC ASPHALT CON 51}2 PAINTING TRAFFIC CURB 51m TRAFFIC P LON 5135 TRAFFIC SIGNS INCLUDING FOUNDATKTN 51M TRAFFIC SIGNS 5150 REFERENCING EXISTING PAVEMENT MARKINGS 5160 PROFILED PLASTIC INTERSCTON TURN DOTTED EXTENSION UNE (8 WON WOE) BOO 6 FOOT DIAMETER TRAFFIC LOOP GOO ADIONA LEAD-IN WIRE 8OM PEDESTRIAN PUSHBUTTON (PPB) POST 8040 PEDESTRIAN PUSHBUTTON (AK) 7000 SEDNG. FER-14G. AND MULCHING 7005 TOPSOIL TYPE A ]O5 INLET PROTECTION WO REMOVE EXISTING —ALT CONCRETE PAVEMENT 8D20 REMOVE CEMENT CONCRETE SIDEWALK &1M REMOVE CEMENT CONCRETE CURB AND GUTTER 605O SAW CUT EMSTNG ASPHALT CONCRETE PAVEMENT 810. CEMENT CONCRETE SIDEWAR 8205 CEMENT CONCRETE WRB AND GUTTER STIXNM EWER PIPE, 6 NNW DIAMETER DUCTILE IRON CLA55 50 BOLT DOWN CATCH BASIN FRAME AND GRAZE ADJUST UTILITY VAULT TO FlNISIHED GRADE REMOVE EXISTING ASPHALT CONCRETE PAVEMENT SAW CUT EISTNG ASPHALT CONCRETE PAVEMENT LE ROADWAY EXCAVATION INCLUDING HAIL UNGUITABIE FOUNDATION EXCAVATION INCLUDING HAUL CRUSHED SURFACING TOP COURSE, 5/8 INCH MINUS CRUSHED SURFACING BASE COURSE. 1-1/4 INCH MINUS 10095 HMA CLASS 1/2% PG 58V-22 10100 HMA CLASS 1/2' FOR FULL WIDTH OVERLAY, PG 58V-22 10110 PLANING BITUMINOUS PAVEMENT, 2 INCH THICK 10115 ADDITIONAL PLANING BITUMINOUS PAVEMENT, 2 INCH THICK INN PROFILED PLASTIC SKIP LANE UNE 10505 PROFILED PLASTIC DOUBLE YELLOW CENTER UNE 10612 PROFILED PLASTC WIDE UNE 10625 PLASRC TRAFIC ARROW 1-5 INLET PROTECTION R NOTE: NOT ALL BID ITEMS SHOW HERE. REFER TO THE KENT SPECIAL PROVISIONS FOR ALL BID ITEMS E Y aw RIM N/A ,�,,; N/ Cityof Kent Public Works Department KENT Engineering Division BID ITEMS S 212TH ST PRESERVATION er r J 24 c- °^°F� °"R.. °M h M/u/2, CRETE PAVEMENT 1020 REMOVE CEMENT CONCRETE SIDEWALN 1025 REMOVE CEMENT CONCRETE CURB AND COTTER 1035 REMOVE CEMENT CONIXEIE TRAFFIC CURB lOW REMOVAL OF RASO PAVEMENT MARKERS AND PANTED AND/OR TRERMWLASTC TRAFFIC MARKINGS 1050 SAW OUT EXISTING ASPHALT CONCRETE PAVEMENT 1p60 ROADWAY EXCAVATION INCL HAUL 1065 UNSUITABLE FOUNDATION EXCAVATION INCL HAUL 1080 CRUSHED SURFACING TOP COURSE, 5/8 WIX MINUS 1085 CRUSHED SURFACING BASE COURSE, 1-1/{ NNW MINUS 1095 HMA CLA55 1/2', PG SBV-22 11 W HMA CLA55 i/2' FOR iULL WIDTH DYERIAY, PG SBV-22 1110 FUMING BITUMINOUS PAVEMENT, 2 NNW THICK 1115 ADDITIONAL FIRMING BITUMINOUS PAKMENT, 2 INCH THICK 1145 CEMENT CONCRETE SIOEWAII( I1M CEMENT CONCRETE SIDEWALK RAMP TYPE PARALLEL A 120.5 CEMENT CONCRETE CURB AND GUTTER 1210 PRECAST DUA FACED SLOPED MOUNTABLE CURB 12 INCH "DE 1211 PEDESTRIAN WRB 1245 INSTALL NEW RISR FOR MONUMENT CASE AND COVER lb FlNISIIED GRADE 1250 REPLACE EXISTING VALVE BOX TOP SECTION AND UD AND ADJUST TO FINISHED GRADE {110 ADJUST EXISTING MANHDE COVER TO FlNISIIED GRADE 4120 REPLACE EXISTING RECTANGULAR FRAME AND COVER M11H ROUND FRAME AND COVEN 4130 REPLACE EXISTING MANHOLE FRAME AND COVER AND ADUST TO FlNISIIED GRADE 5090 RAGED PAVEMENT MARKER TONE 2 5100 PROFILED PLASTIC SNIP LANE LINE 5105 PROFILED PLASTIC DOUBLE YELLOW CENTERLINE 5112 PROFILED PLASTIC 'AIDE UNE 511J SINGLE SOLD PLASTIC EDGE LINE SITS PLASTIC STOP UNE (24 INCH WIDE) 5120 PLASTIC IXROSSWALI( UNE 5125 PLASTIC TRAFFIC ARROW MATCH EXISTING GRADE Y PLANING AND 1100 1110 oV I_ArP01DOjIOII GUSTING CURB AND GUTTER (TYP) OWNG MMAA?� SAT GRADE SLOPE � -11 - I I,I p II _ 4___ - BROBS CPoND/w 1O1S IMS INLAY HT"GRIND11�15 LAY NOTES, 1. INSTPII HMA WEDGE FOR TEMPORARY TRANSITION AREA MIERE PLANING OPERATIONS CREATE A GRADE DIFFENENCE BETWEEN PLANED PAVEMENT AND EMSTING GRADE OF MORE THAN 2. REMOVE AND PROTECT CASTINGS MUCH PREVENT 3. AFTER PLANING PERFORM GRIND/INLAY. PER DETAIL 2 INCHES TRAFFIC FROM SAFE C THIS SIN . AT USE OF STREET. THE LOCATIONS DETERMINED BY THE ENGINEER. OVERLAY NOT TO SCP1E A NEW PAVEMENT DEPTH TO BE THE GREATER OF. (B INCHES OR EXISTING PAVEMENT Y OVERLAY 11W THIO(NESS) MATCH E> SLOPE Flo-o 0010 HMA 1055 ® 1050 SAWCUT UNSUITABLE FOINDAMON () 12. EXCAVATION AS DIRECTED BY THE ENGINEER 1085 FILL MIN CSBC ® tp00 Y CSIC 006 1080 1. PAVEMENT REPMR LOCATIONS SHOWN ON THE PLANS ARE APPROMMATE IN M LOCATIONS AND QUANTITIES TO PAVEMENT REPAIR BE FIELD DETERMINED BY THE ENGINEER. B NOT TO SCALE Y OVERLAY FULL DEPTH BOND MEAN MATERAL 1100 1205 CEMENT CONCRETE CURB AND GUTTER T000 LANDSCAPE RES Rp5 A- B � r4• CEMENT CONCRETE 1050 SAMCUT IX J 8080 11-III=LI PAVENFNT I IF311- 8030 NUIEy DIRECTED BY THE ENGINEER THICKNESS 1010 1085 1. OVERLAY AS SPECIFIED IN DETAL A ON THIS FILL MTH CSBC 1060 108.5 8010 SIN�T, ROBO BDBS SIDEWALK/RAMP CONSTRUCTION W/ OVERLAY D NOT TO SCALE 8025 B205 BO50 CEMENT CONCRETE CURB SANCUT EXISTING AND GUTTER PAVEMENT EXISRNG PAVMENT� SECTION F 1. SA T AND REMOVE EXISTIN PAVEMENT AND EXISTING SIDEWALK. 2. REMOVE UNSUITABLE FOUNDATION AS DIRECTED BY THE ENaNETR. NEPLACE MTx CSBC. 3. INSTAIL VTRTIC CURB MTH TRANSITIONS TO MOUNTABLE CURB MIERE APPLICABLE. 4. CEMENT CONCRETE SIDEWA(K INCCHES THICK, MDTH M MATCH ADJACENT SIDE- NLESS NOTED IN THE PLAN (MINIMUM 4B INCHES). S. SEE W9)OT Sm PAN F- 0.12 FOR CURB, CURB AND GUTTER. DEPRESSED CURB AND CUTTERENMAN AT OND PEDESTRIAN / \ ENTRARCTA AND CURB AND EAR CURB DETA.. MATCH E AND CURB D TMER AT MNG MEI CURB AND GUTTIUR AT ME IN. ER DRESSING 'OR LANDSCAPE AMON AS DIRECTED EXISTING GRADE -MATCH EXISTING ROPE B'DI STORM DRAIN PIPE, 3 TOTAL (SEE PUN SHEET B) =, STORM DRAIN THRU SIDEWALK SECTION F QS It _r NOT TO SCALE _ QS' It11 21 2 NIOI INTENSITY WIDE 2T5' REFLECTIVE SHEETING m® 11QQU 2' OVERLAY EXISTING 3' ry GRADE d le ODS 1093 TONAD '/ POST S ®B 3U TUBULAR CLOVER -LEAF 10115 1115 2 PLWING ___ WICK RELEASE PINS BASE e VARIES -- - SURFACE MOUNT DEnNEAION (MIN 4 FEET) I- d1. GRI INLAY LOCATIONS SHOWN ON THE N o PLANS ARE APPROMMATE FINAL LOCATIONS AND QUANTITIES TO BE FIELD DETERMINED BY THE EN(ANER. HEAVY 2 MND/INLAY MDTHS VARY, 4 (MIN). O Q OUT, BASE { ! BUYSq.HN' N_ GRIND INLAY C TRAFFIC PYLON DETAIL E " NOT TO SCALE — NOT To scuE a — m- I ON ° N/A ciryDexent rT N/APublic Works Department DETAILS S 212TH ST PRESERVATION E 4 °f 24 B xo " Y/RAi KENT Engineering Division l © 6 9 AQ N 18 � SN P< S 212TH ST 5 212 h 9 > a o Z � N 0 ao 3 W > SHEET INDEX Q PAVING SHEET NUMBER ' CHANNELIZATION SHEET NUMBER xx •e�y ie �z City of Kent Public Works De xrnnuu P K"T Engineering Division SHEET INDEX S 212TH ST PRESERVATION e. s aF u ONrY OR7/'VAGE � � y Cr - Np Z �------- — ----- — --ate"-- -- -_--— -_-- -_ -_-- -_ -_--_-__-____-__--____-__- - w � Y � _ N _ O a CITY OF KEMTom 00 - KING COUNTY {� ORILLIA RD S ~ //� _ _ m ciry W J / Klry Op E - @3�}T O CO ONr 2 U KING COUNTY Q _______________________________ GIN OF SEATAC __ NOTE: 1. GRIND/INLAY AND PAVEMENT REPAIR LOCATIONS -' ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD DETERMINED BY THE ENGINEER. / / 2. CURB/GUTTER AND SIDEWALK REPAIR LOCATIONS e SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS AND QUANTITIES TO BE FIELD R DETERMINED BY THE ENGINEER. 3. ALL WORK ITEMS WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE PAID UNDER SCHEDULE _ (X) IN THE BID PROPOSAL i TYPICAL G GRIND k INLAY PER DETAIL G, SNEET 4 m -ING h INLAY PER DEfNL G SHEET 4 (KING COUNTG f AREA OF 2 I.E. GRIN. AND OVERLAY (I AREA .F 2 INCH CRIND AND OVERLAY (KING COUNTY) PAVEMENT REPAIR AREA PER DETAIL B. SHEET 6 PAVEMENT REPAIR AREA PER DETAIL G. SHEET 4 (KING (­NTY) XUSSWT gee City zx[[*r Public Works Deartrnent P PAVING PUN SHEETS STA 14+00 TO STA 20+00 S 212TH ST PRESERVATION 01 2< 1EU e/aa KENT Engineering Division YU \ P W " rorb W 2 Ir.Po rr... ORILLIA Rp N O v `���� ����` S -a'�1TY OF KENTrz.sp KING COUNTY Q I r �---_EKING COUNTY -------- -- Q CITY OF SEATAC ----- NO E: 1. GRIND/INLAY AND PAVEMENT REPAIR LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD DETERMINED BY THE ENGINEER. 2. CURR/GUTTER AND SIDEWALK REPAIR LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS AND QUANTITIES TO BE FIELD DETERMINED BY THE ENGINEER. 3. ALL WORK ITEMS WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE PAID UNDER SCHEDULE R (X) IN THE BID PROPOSAL. TYPICAL GRIND k INLAY PER DETAIL G SHEET 4 GRIND k INLAY PER DETAIL I SNEET 4 (KING OOUN-- o AREA OF 2 INCH GRIND AND OVERLAY AREA OF 2 INCH GRIND AND OVERLAY (KING COUNTY PAVEMENT REPAIR AREA PER DETAIL B. SHEET 4 �. "t\. PAVEMENT REPAIR AREA PER DETAIL B. SHEET 4 (KING COUNTY R / Pub µurksp v.tmenL KENT Engineering Division PAVING PLAN SHEETS STA 10+00 TO STA 14+00 S 212TH ST PRESERVATION EETe aF za =%"= ^°°""A" /A!✓ .4:._ °^7lenA o NOTE: 1. GRIND/INLAY AND PAVEMENT REPAIR LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE chsnue �xAna (waTu.)TME FIELD DETERMINED BY THE ENGINEER. 2. CURB/GUTTER AND SIDEWALK REPAIR LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS AND QUANTITIES TO BE FIELD DETERMINED BY THE ENGINEER. 0 a'Ty� TYPICAL GRIND B IN— PER DETAIL C. SHEET 4 m —A OF 1 INCH GRIND AND OVERLAY PA4EMENT REPAIR AREA PER DETAIL B. SHEET 4 212TH ST City of Kent "/ Public Works De amnent PAVING PLAN SHEETS a a za P S 212TH ST PRESERVATION °`m 4!z R.:_ �ii eiz, K:ENT En®neering DivisionSTA 20+00 TO STA 25+50 NOTE! 1. GRIND/INLAY AND PAVEMENT REPAIR LOCATIONS CO ARE APPROXIMATE. FINAL LOCATIONS SHALL BE f` FIELD DETERMINED BY THE ENGINEER. 2. CURB/GUTTER AND SIDEWALK REPAIR LOCATIONS WW y SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS AND QUANTITIES TO BE FIELD DETERMINED BY THE ENGINEER. ................................ w O v S 212TH ST ± U \\ F 025 zU e21 N Z — — — — — — —___ 1 (1 m-TD T9' IF— i0 CENTER) _ J REPUCE AND RAISE n1E ExISnNG SErnED—'--�----- —-------------------------------------------------- --- - a AND CSBCAiO BapcflLL. N iCx THE SEE DETAIL i THE E-10 %M D DIN M 4 nl1 EAS1NG SIDEW AND CURB AT BOTH ENDS, SE SIDEWAIH ANDWRS/GUTTER. USE CSTC AND CSBC TO BA IG" MATCH THE S­ AND WRB AT 80711E ENDS. tl yyyb TYPICAL GRIND & IN— PER DETAIL C. SHEET 4 8 AREA OF 2 INgi GRIND AND OVERLAY % PAVEMENT REPAIR AREA PER DETAIL B. SHEET 4 F S if d b E7m AL mi/minx Cityof Kent Poblic Works ][)Opamnemj K:ENT Engineering Division PAVING PLAN SHEETS STA 25+50 TO STA 31+50 S 212TH ST PRESERVATION a N rn x o N M a - - - - NO E: 1. GRIND/INLAY AND PAVEMENT REPAIR LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD DETERMINED BY THE ENGINEER. 2. CURB/GUTTER AND SIDEWALK REPAIR LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS AND QUANTITIES TO BE FIELD DETERMINED BY THE ENGINEER. - — w x � + N S 212TH ST w Z H !n x H Z J � Q I � TYPICAL GRIND 4 INLAY PER DETAIL C. SHEET 4 b AREA OF 2 INCH GRIND AND OVERLAY PAVEMENT REPAIR AREA PER DETAIL n. SHEET 6 5 a>�E NU 3" d «�. "1P"r °"rrA. "�" a Cioty of Kent Public w rks Department PAVING PLAN SHEETS S 212TH 5T PRESERVATION " sxE to of u x o N PV .2 h iieisx K:ENT Engineering Division STA 31 +50 TO STA 37+50 S 212TH� TYPICAL GRIND & I— PER DETAIL C. SHEET 4 L AREA OF 2 INW GRIND AND OVERLAY III PAVEMENT REPAIR AREA PER DETAIL R. SHEET 4 NO E: 1. GRINDANLAY AND PAVEMENT REPAIR LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD DETERMINED BY THE ENGINEER. 2. CURB/GUTTER AND SIDEWALK REPAIR LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS AND QUANTITIES TO BE FIELD DETERMINED BY THE ENGINEER. -- P ._.. i6:5 -- __ ux ix arrt rx a L;I OI Kent Public Works ent PAVING PLAN SHEETS n uF 2a DePanm S 212TH ST PRESERVATION ^°^°"°�/ B.:_ �i>�e/ KENT Engineering Division STA 37+50 TO STA 43+50 —_ — M --�— _--__— As«eASB eats _ RS.aRl a?o4 Z�ZTH �u1 y - Ra-eP w I � —J p > \ NO jTE: $ \ K 1 1. GRIND/INLAY AND PAVEMENT REPAIR LOCATIONS _ I ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD DETERMINED BY THE ENGINEER. I 2. CURB/GUTTER AND SIDEWALK REPAIR LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL I LOCATIONS AND QUANTITIES TO BE FIELD DETERMINED BY THE ENGINEER. 8 S f TYPICAL GRIND A, INLAY PER DETAIL C. SHEET 4 {E% AREA OF 2 INLH GRIND AND OLLiLAY N PAVEMENT REPAIR AREA PER DETAL B. sHEET ss/CAAL City of Kent "% Public W ks Department PAVING PLAN SHEETS S 212TH ST PRESERVATION 11E12 °P 2* o x Engineering Division STA 43+50 TO STA 49+50 NOTE: 1. GRIND/INLAY AND PAVEMENT REPAIR LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE FIELD DETERMINED BY THE ENGINEER. 2. CURB/GUTTER AND SIDEWALK REPAIR LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS AND QUANTIPES TO BE FIELD N DETERMINED BY THE ENGINEER. w W---- ---------- ----------- = 51r6M1 �e -----------------� ------------- + 2 m soPm To ~ _ � S 212TH ST ss, - 1O w zIn ::I air � ------------------ -- ------------------------- n a ti o __---- Z ao;s__ Q a 3 TYPICAL 8 GRIND & INLAY PER DETAIL C. GNEET 4 m yR X AREA OF 2 INCH GRIND AND OVERLAY y PA —ENT REPAIR AREA PER DETAIL B. SHEET 4 Musrk�t' • Mrie`0� R City of KentlT rr1s "/ Public Works Deparnnent N:ENT Engineering Division PAVING PLAN SHEETS STA 49+50 TO STA 55+50 S 212TH ST PRESERVATION a zt °"°"'°'W�A °'"• _"'E• W w L— /r, �A ---------_ f xT _ _ Nx9L«AaRaij S 212TH r. 4 F z _ J —------------------------------ aPoDCE PAVMG .x9xi SFAL Q2 — __ ots i `�\ OEiNLJ (xdDExiAU � ------------ sits CgnxACTgv 9NALL R,;—--------- i d' W \ 0 e9mxG LOJAnq! (INaoFrIiAU \ r \\ C, W a � 'e NOTE: R 1. GRIND/INLAY AND PAVEMENT REPAIR LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE BY THE ENGINEER. FIELD DETERMINED 2. CURB/GUTTER AND SIDEWALK REPAIR LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. FINAL LOCATIONS AND QUANTITIES TO BE FIELD DETERMINED BY THE ENGINEER. i G � 8 TYPICAL GRIND & INIAY PER DETAIL C. SHEET 4 R b AREA OF 2 INCH GRIND AND OVERLAY L0 PAVEMENT REPAIR AREA PER DETAIL SHEET is � 'srox NN 3 o9 City of Kent artmontAlblic Wmks De P K.ENT Engineering Division PAVING PUN SHEETS STA 55+50 TO STA 61+00 S 212TH ST PRESERVATION sx�u rc u 5T. 5 212TH \ K s ?p 9ST \ \\\ ' A CURB RAMP DETAIL C CURB RAMP DETAIL - 8 ® 12 am \ 2121H \❑ ' S \ \ nw� B CURB RAMP DETAIL -� D CURB RAMP DETAIL 8 ® 12 ® City of Kent Public Wotks Department KENT Ettgineetmg Division CURB RAMP DETAILS S 212TH ST PRESERVATIONEE1 24 - Wo. /J✓ 2:` 'iY e�aa 0 \ nays --------------- ~ w N \ \ ORILLIA RD g — — O — + e F — Z ------- KING--- COUNTY Q- CITY OF SEATAC------------------------ 2 R 0 NOTES: 1. CONTRACTOR SHALL REFERENCE EXISITNG PAVEMENT MARKING PRIOR TO PLANING BITUMINOUS PAVEMENT OPERATION. SEE KENT SPECIAL PROVISIONS 1-05.18- FOR DETAILS. 2. SEE KENT SPECIAL PROVISIONS 1-07.23(1) FOR CONSTRCUTION UNDER. TRAFFIC AND A WORKING HOURS. R a ME R O1O1P"°"4APE1 xP rpm OV. /\ Ciury ofKem I�Public W rks Department KENT Engineering Division CHANNELIZATION SHEETS STA 10+00 TO STA 14+00 S 212TH ST PRESERVATIONrr+s o. zs s" CITY sl NOTES a 1. CONTRACTOR SHALL REFERENCE EXISITNG PAVEMENT MARKING PRIOR TO PLANING BITUMINOUS PAVEMENT OPERATION. SEE KENT SPECIAL PROVISIONS 1-05.18 FOR DETAILS. wss 2. SEE KENT SPECIAL PROVISIONS 1-07.23(7) FOR CONSTRCUTION UNDER TRAFFIC AND `� WORKING HOURS. s a+sro". Public Works D CityofK=1 em CHANNELIZATION SHEETS "ten xe ePzrtm S 212TH ST PRESERVATION a" " RL� B.t_iaw.v. KENT Engincering Division STA 14+00 TO STA 20+00 _yam \� o -------- -- 2� \�J ORIq Rp S �Q \ S 212TH ST _ _ - -� w -— —_—___ — o100 _ 8 8 8 8 s R NOTES: I. CONTRACTOR SHALL REFERENCE EXISITNG PAVEMENT MARKING PRIOR TO PLANING BITUMINOUS PAVEMENT OPERATION. SEE KENT SPECIAL PROVISIONS 1-05.18 FOR DETAILS. 2. SEE KENT SPECIAL PROVISIONS 1-07.23(1) FOR CONSTRCUTION UNDER TRAFFIC AND WORKING -HOURS. b �., "/" City of Kent Public Works Dgartrnent CHANNELIZATION SHEETS STA 20+00 TO STA 25+50 S 212TH ST PRESERVATION sX to ar 24 "'°`°' °' o "°MOx^ 'U✓ h /ro/x u KENT Engineering Division — N W \_ N -�_ S 212TH ST + M � Q ___________________ U Q d NOTES 1. CONTRACTOR SHALL REFERENCE EXISITNG PAVEMENT MARKING PRIOR TO PLANING BITUMINOUS PAVEMENT OPERATION. SEE KENT SPECIAL PROVISIONS 1-05.18 FOR DETAILS. e 2. SEE KENT SPECIAL PROVISIONS 1-07.23(1)FOR CONSTRCUTION UNDER TRAFFIC AND 'pau WORKING HOURS. 3 � 'w` r w" �•�y V Ciry of Kent Public WorksD azmient CHANNELIZATION SHEETS H�19 24 eP S 212TH ST PRESERVATION '^^°"a G� � R� " /rei KENT Engineering Division STA 25+50 TO STA 31 +50 T _ N H W N _ N ± L O M + S 212TH ST Q W Z N U � Q I I � NOTES: 1. CONTRACTOR SHALL REFERENCE EXISITNG -PAVEMENT MARKING PRIOR TO PLANING BITUMINOUS PAVEMENT OPERATION. SEE KENT SPECIAL PROVISIONS 1-05.18 FOR DETAILS. 2. SEE KENT SPECIAL PROVISIONS 1-07.23(1) FOR CONSTRCUTION UNDER TRAFFIC AND uHw - WORKING HOURS. - - - ..,.� "i Citty ofKent Public w ks De arbnent P KENT Engineering Division CNANNELIZATION SHEETS STA 31+50 TO STA 37+50 S 212TH ST PRESERVATION 5x�zo a za c" ' g $"" "iAyi, -.. N O N t n 8 212TH M � $ NOTES: 1. CONTRACTOR SHALL REFERENCE EXISITNG PAVEMENT MARKING PRIOR TO PLANING BITUMINOUS PAVEMENT OPERATION. SEE KENT SPECIAL PROVISIONS 1-05.18 FOR DETAILS. 2. SEE KENT SPECIAL PROVISIONS 1-07.23(1) FOR CONSTRCUTION UNDER TRAFFIC AND WORKING HOURS. Cityof Kent fl1O"`41 wL"� Public Works Department CHANNEUZATION SHEETS S 212TH ST PRESERVATION n "°' /11/1a K:ENT Engineering Divisive STA 37+50 TO STA 43+50 q --ter er m w + 5f a � 212TH - I N W � t ---------------------J Q ------ A,o N W \ > I 8 b fi 6 R b NOTES:- 1. CONTRACTOR SHALL REFERENCE EXISITNG PAVEMENT MARKING PRIOR TO PLANING -g BITUMINOUSPAVEMENTOPERATION. SEE KENT SPECIAL PROVISIONS 1-05.18 FOR DETAILS. A F 2. SEE KENT SPECIAL PROVISIONS 1-07.23(1) FOR CONSTRCUTION UNDER TRAFFIC AND d WORKING HOURS. "/" KElu City of Kent Public Works Deparvuent Engineering Divi A 43+LIZAO S SHEETS STA 43+50 TO STA 49+50 S 212TH ST PRESERVATION `T sxr zz °r u ""'"°-'m r!r q.:_ "niece u N N f W Q N � + 1° S 212TH ST N Z f U f Q f aF $ F 6 fi R NOTES: 1. CONTRACTOR SHALL REFERENCE EXISITNG PAVEMENT MARKING PRIOR TO PLANING BITUMINOUS PAVEMENT OPERATION. SEE KENT SPECIAL PROVISIONS 1-05.18 FOR DETAILS. $ 2. SEE KENT SPECIAL PROVISIONS 1-07.23(1) FOR CONSTRCUTION UNDER TRAFFIC AND 0» WORKING HOURS. �rox a«� r=w a ^ Ciotyof Kent Public W ks De armem P CHANNELIZATION SHEETS STA 49+50 TO STA 55+50 S 212TH ST PRESERVATION sxE za or za greixi V KENT Engin ring Divi l w O S 212TH T ' a W _ p r�r aI i a --------------- i ' \ Q � K w O W � i' u' 5, E S R NOTES 1. CONTRACTOR SHALL REFERENCE EXISITNG PAVEMENT MARKING PRIOR TO PLANING BITUMINOUS PAVEMENT OPERATION. SEE KENT'SPECIAL PROVISIONS 1-05.18 FOR DETAILS. 2. SEE KENT SPECIAL PROVISIONS. 1-07.23(1) FOR CONSTRCUTION UNDER TRAFFIC AND WORKING HOURS. 9 dgT mxni Cityspent Public Works Dep vision Engineering Division CHANNELIZATION SHEETS STA 55+50 TO STA 61+00 S 212TH ST PRESERVATION g 2s cr 2a CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR S. 212th St. Preservation (Green River Bridge to Orillia Rd/ Kent City Limits) Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 BIDS ACCEPTED UNTIL April 5, 2022 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR S. 2121h St. Preservation (Green River Bridge to Orillia Rd/ Kent City Limits) Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 BIDS ACCEPTED UNTIL April 5, 2022 11:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR W A S H I N G T U N 3 -g^,2a �Z General Table of Contents Section 1: Bid Documents Section 2: Contract Documents Section 3: Special Provisions Appendices: Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Project Sign Prevailing Wage Rates Bid Document Contents Invitation to Bid .................................................................................... 1 Information for Bidders .......................................................................... 3 Contractor Compliance Statement ............................................................ 6 Declaration – City of Kent Equal Employment Opportunity Policy .................. 7 Administrative Policy 1.2 – Minority and Women Contractors ................... 8 City of Kent Equal Employment Opportunity Compliance Statement .............. 9 Proposal ............................................................................................... 10 Proposal Signature Page ......................................................................... 29 Bid Bond Form ...................................................................................... 30 Contractor’s Qualification Statement ......................................................... 31 Statement that Bidder Has Not Been Disqualified ....................................... 34 Certification of Compliance with Wage Payment Statutes .........................35 Subcontractor List (over $1 million) – HVAC, Plumbing, and Electrical ........... 36 Subcontractor List (over $1 million) – Structural Steel Installation and Rebar Installation .................................................................................. 37 Local Agency Subcontractor List (271-015A) .............................................. 38 Combined Declaration Form (Non-Collusion, Minimum Wage) ....................... 39 Non-Collusion Declaration (272-036I) ....................................................... 40 Local Agency Certification for Federal-Aid Contracts (272-040A) ................... 41 Disadvantaged Business Enterprise (DBE) Bid Item Breakdown Form (272-054) ............................................................................................ 42 Disadvantaged Business Enterprise Utilization Certification (272-056) ............................................................................................ 44 Disadvantaged Business Enterprise (DBE) Trucking Credit Form (272-058) ............................................................................................ 47 Disadvantaged Business Enterprise Written Confirmation Document (422-031) ............................................................................................ 49 Required Contract Provisions Federal-Aid Construction Contracts (FHWA-1273) ........................................................................................ 50 Proposal for Incorporating Recycle Materials into the Project ........................ 73 Change Order ....................................................................................... 74 Bidder’s Checklist .................................................................................. 76 INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk’s office through April 5, 2022 up to 11:00 a.m. as shown on the clock on the east wall of the City Clerk’s Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this “Invitation to Bid.” Bids must be delivered and received at the City Clerk’s office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 11:00 a.m. for the City of Kent project named as follows: S. 212th St. Preservation (Green River Bridge to Orillia Rd/Kent City Limits) Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 The City Clerk will read the bids out loud from the Clerk’s office. Individuals can stand in the lobby outside the Clerk’s office during the bid opening to hear the bid results. The project consists of planing bituminous pavement, asphalt overlay, curb ramps, curb and sidewalk repairs, channelization, and other related work items. Should a contract be executed, it is the contractor’s responsibility to comply with all COVID-19 workplace health and safety measures established by the state Department of Labor & Industries or otherwise imposed by the Governor, the state Department of Health, or the Local Health Officer of Seattle-King County Public Health, or subsequent modifications to such health and safety measures as those authorities may issue, including providing all needed personal protective equipment. The Engineer’s estimate for this project is approximately $1,450,000- $1,650,000. The DBE goal for this project is 14%. 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 https://www.kentwa.gov/pay- and-apply/bids-procurement-rfps. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier’s check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The award of the contract will not occur until the City of Kent has reviewed all bids for responsiveness and responsibility determinations and the Kent City Council has formally awarded the contract. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President’s Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. The (Local Agency) in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. Dated this 14th day of March, 2022. BY: Kimberley A. Komoto, City Clerk Published: Daily Journal of Commerce on March 15, 22, and 29, 2022 Washington State Office of Minority and Women’s Business Enterprise on March 15, 2022 212th Preservation – GR Bridge to Orillia/Almaroof 3 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 INFORMATION FOR BIDDERS Also see the Standard Specifications and the APWA Special Provisions for additional information. 1. 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 whatever 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 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”). 2. Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the Plans and Kent Special Provisions. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. 3. Because of the varying soil composition and ground water levels encountered in various areas and at different seasons of the year, the City makes no representation of such conditions as they may pertain to this project. The Contractor shall be responsible for any and all cribbing, sheet piling, dewatering, or other construction methods or procedures that may be necessary to complete the project, and additional compensation therefore will not be allowed unless otherwise specified in this document. 4. Prospective bidders may obtain Bid Documents and a “Bid Proposal” for the advertised project from the City upon furnishing a non-refundable payment as specified in the “Invitation to Bid.” Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. 5. All blanks in the proposal forms must be appropriately filled in. Proposal must contain original signature pages. Facsimiles are not acceptable and are considered non-responsive submittals. 6. Certified checks are not accepted for bid deposit. 7. 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. 212th Preservation – GR Bridge to Orillia/Almaroof 4 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 8. No person, firm or corporation shall be allowed to make, or 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 thereby disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. 9. 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. A bidder who wished to claim error after the Bids have been opened and tabulated shall submit a notarized affidavit signed by the Bidder, accompanied by original work sheets used in the preparation of the Bid, requesting relief from the responsibilities of Award. The affidavit shall describe the specific error(s) and certify that the work sheets are the originals used in the preparation of the Bid. The affidavit and the work sheets shall be submitted to the Engineer no later than 5:00 p.m. on the first business day after Bid opening, or the claim will not be considered. The Engineer will review the certified work sheets, to determine validity of the claimed error, and make a recommendation to the City. If the City concurs in the claim of error, the Bidder will be relieved of responsibility, and the Bid Deposit of the Bidder will be returned. Thereafter, at the discretion of the City, all Bids may be rejected or award made to the next lowest responsive, responsible Bidder. 10. The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in two (2) original counterparts. Within 10 calendar days after the award date, the successful bidder shall return the signed City prepared contract, insurance certification as required by the contract, and a satisfactory bond as required by law and Section 1-03.4. If the successful bidder fails to provide these documents within this 10-day period, the City may, at its sole discretion, reduce the time for completion of the contract work by one calendar day for each calendar day after this 10-day period that the successful bidder fails to provide all required documents. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the City. No claim for delay shall be granted to the Contractor due to his failure to submit the required documents to the City in accordance with this schedule. 212th Preservation – GR Bridge to Orillia/Almaroof 5 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 11. 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. 12. The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. 13. Refer to the insurance requirements in Section 1-07.18, which constitute the Contractor’s insurance requirements for this project. 14. Bidders must complete WSDOT Form 272-056 (Disadvantaged Business Enterprise Utilization Certification) which is included in the Bid Package. This project has a 14% DBE goal. 15. Bidders must have each Disadvantaged Business Enterprise (DBE) sub, that has been listed on the Disadvantaged Business Enterprise Utilization Certification (DOT Form 272-056), complete a Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document (DOT Form 422-031), which is included in the bid package. 212th Preservation – GR Bridge to Orillia/Almaroof 6 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 CONTRACTOR COMPLIANCE STATEMENT (President’s Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named S. 212th St. Preservation (Green River Bridge to Orillia Rd/Kent City Limits) Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 I am the undersigned bidder or prospective contractor. I represent that – 1. I have, have not, participated in a previous contract or subcontract subject to the President’s Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. NAME OF BIDDER BY: SIGNATURE/TITLE ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 212th Preservation – GR Bridge to Orillia/Almaroof 7 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City’s equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City’s sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract, I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract, the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: For: Title: Date: 212th Preservation – GR Bridge to Orillia/Almaroof 8 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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. 212th Preservation – GR Bridge to Orillia/Almaroof 9 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before- mentioned company was the prime contractor for the contract known as S. 212th St. Preservation (Green River Bridge to Orillia Rd/Kent City Limits)/Federal Aid Number: STPUL-1250(010)/Project Number: 20-3012 that was entered into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: ________________________________________ Title: ________________________________________ Date: ________________________________________ 212th Preservation – GR Bridge to Orillia/Almaroof 10 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that 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 S. 212th St. Preservation (Green River Bridge to Orillia Rd/Kent City Limits)/Federal Aid Number: STPUL-1250(010)/Project Number: 20-3012 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: F 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 am ount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 1006 2-03.5 WSDOT 100 CU YDS Roadway Excavation, Including Haul $14.00 Per CY $1,400.00 Any bids not filled out properly may be considered non-responsive. SCHEDULE I - STREET ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 11 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1000 1-09.7 WSDOT 1 LUMP SUM Mobilization $ Per LS $ 1010 * 2-02.5 KSP 450 SQ YDS Remove Existing Asphalt Concrete Pavement $ Per SY $ 1020 * 2-02.5 KSP 160 SQ YDS Remove Cement Concrete Sidewalk $ Per SY $ 1025 * 2-02.5 KSP 110 LN FT Remove Cement Concrete Curb and Gutter $ Per LF $ 1035 2-02.5 KSP 350 LN FT Remove Cement Concrete Traffic Curb $ Per LF $ 1040 8-09.5 KSP 1 LUMP SUM Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings $ Per LS $ 1050 * 2-02.5 KSP 1000 LN FT Saw Cut Existing Asphalt Concrete Pavement $ Per LF $ 1060 * 2-03.5 WSDOT 70 CU YDS Roadway Excavation Incl. Haul $ Per CY $ 1065 * 2-03.5 WSDOT 50 CU YDS Unsuitable Foundation Excavation Incl. Haul $ Per CY $ * 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 I - STREET ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 12 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1080 * 4-04.5 KSP 80 TONS Crushed Surfacing Top Course, 5/8 Inch Minus $ Per TON ($6.00 Min) $ 1085 * 4-04.5 KSP 150 TONS Crushed Surfacing Base Course, 1-1/4 Inch Minus $ Per TON $ 1095 * 5-04.5 KSP 1000 TONS HMA Class 1/2”, PG 58V-22 $ Per TON $ 1100 * 5-04.5 KSP 3,250 TONS HMA Class 1/2” for Full Width Overlay, PG 58V-22 $ Per TON $ 1105 5-04.5 KSP 1 CALC Asphalt Cost Price Adjustment **Common price to all bidders $10,000 ** Per CALC $10,000 1110 * 5-04.5 KSP 28,200 SQ YDS Planing Bituminous Pavement, 2 Inch Thick $ Per SY $ 1115 * 5-04.5 KSP 6,000 SQ YDS Additional Planing Bituminous Pavement, 2 Inch Thick $ Per SY $ 1125 * 5-04.5 KSP 50 TONS Hot Plant Mix for Temporary Pavement Patch $ Per TON $ 1145 * 8-14.5 KSP 50 SQ YDS Cement Concrete Sidewalk $ Per SY $ * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SCHEDULE I - STREET ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 13 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1170 8-14.5 KSP 4 EACH Cement Concrete Sidewalk Ramp Type Parallel A $ Per EA $ 1205 * 8-04.5 KSP 110 LN FT Cement Concrete Curb and Gutter $ Per LF $ 1210 8-04.5 KSP 350 LN FT Precast Dual Faced Sloped Mountable Curb – 12 Inch Wide $ Per LF $ 1211 8-04.5 KSP 20 LN FT Pedestrian Curb $ Per LF $ 1241 8-20.5 KSP 1 EACH Non-skid Type 1 Junction Box Frame and Cover $ Per EA $ 1245 8-13.5 KSP 5 EACH Install New Riser for Monument’s Case and Cover to Finished Grade $ Per EA $ 1250 7-12.5 KSP 7 EACH Replace Existing Valve Box Top Section and Lid and Adjust to Finished Grade $ Per EA $ 1320 8-30.5 KSP 2 EACH Project Sign $ Per EA $ 1355 1-04.4(1) WSDOT 1 CALC Minor Changes **Common price to all bidders $5,000** Per CALC $5,000 * 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 I - STREET ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 14 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Schedule I Total $ SCHEDULE IV – STORM SEWER ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 15 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 4110 7-05.5 KSP 1 EACH Adjust Existing Manhole Cover to Finished Grade $ Per EA $ 4120 7-05.5 KSP 4 EACH Replace Existing Rectangular Frame and Cover with Round Frame and Cover $ Per EA $ 4130 7-05.5 KSP 2 EACH Replace Existing Manhole Frame and Cover and Adjust to Finished Grade $ Per EA $ Schedule IV Total $ SCHEDULE V – TRAFFIC CONTROL ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 16 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 5005 * 1-10.5(2) WSDOT 1,100 HOURS Flaggers $ Per HR $ 5010 * 1-10.5(2) WSDOT 400 SQ FT Construction Signs Class A $ Per SF $ 5015 1-10.5(2) WSDOT 1 LUMP SUM Traffic Control Supervisor $ Per LS $ 5020 1-10.5(2) WSDOT 1 LUMP SUM Other Temporary Traffic Control $ Per LS $ 5025 1-10.5(2) KSP 110 HOURS Uniformed Police Officer $ Per HR ($70.00 Min) $ 5030 * 1-10.5(2) WSDOT 3,300 HOURS Portable Changeable Message Sign $ Per HR $ 5035 * 1-10.5(2) WSDOT 1,300 HOURS Sequential Arrow Sign $ Per HR $ 5080 * 8-23.5 WSDOT 17,000 LN FT Temporary Pavement Marking – Short Duration $ Per LF $ 5090 * 8-09.5 WSDOT 10 HUNDRED Raised Pavement Marker Type 2 $ Per HUND $ * 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 V – TRAFFIC CONTROL ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 17 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 5100 * 8-22.5 KSP 8,800 LN FT Profiled Plastic Skip Lane Line $ Per LF $ 5105 * 8-22.5 KSP 5,900 LN FT Profiled Plastic Double Yellow Center Line $ Per LF $ 5112 * 8-22.5 KSP 620 LN FT Profiled Plastic Wide Line $ Per LF $ 5113 8-22.5 KSP 200 LN FT Single Solid Plastic Edge Line $ Per LF $ 5115 8-22.5 KSP 220 LN FT Plastic Stop Line, 24 Inch Wide $ Per LF $ 5120 8-22.5 WSDOT 800 SQ FT Plastic Crosswalk Line $ Per SF $ 5125 * 8-22.5 WSDOT 6 EACH Plastic Traffic Arrow $ Per EA $ 5132 8-04.5 KSP 350 LN FT Painting Traffic Curb $ Per LF $ 5133 8-10.5 KSP 3 EACH Traffic Pylon $ Per EA $ * 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 V – TRAFFIC CONTROL ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 18 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 5135 8-21.5 KSP 5 EACH Traffic Signs, Including Foundation $ Per EA $ 5136 8-21.5 KSP 1 EACH Traffic Signs $ Per EA $ 5150 8-22.5 KSP 1 LUMP SUM Referencing Existing Pavement Markings $ Per LS $ 5160 8-22.5 KSP 500 LN FT Profiled Plastic Intersection Turn Dotted Extension Line $ Per LF $ 5200 1-10.5(2) WSDOT 4 EACH Transportable Attenuator $ Per EA $ 5220 1-10.5(2) WSDOT 130 HOURS Operation of Transportable Attenuator $ Per HR $ Schedule V Total $ SCHEDULE VI – ELECTRICAL ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 19 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 6010 8-20.5 KSP 42 EACH 6 Foot Diameter Traffic Loop $ Per EA $ 6025 8-20.5 KSP 200 LN FT Additional Lead-In Wire $ Per LF $ 6035 8-20.5 KSP 3 EACH Pedestrian Pushbutton (PPB) Post $ Per EA $ 6040 8-20.5 KSP 6 EACH Pedestrian Pushbutton (APS) $ Per EA $ 6110 8-20.5 KSP 6 EACH Installation and Connections- City Owned Video Detection Camera $ Per EA $ Schedule VI Total $ SCHEDULE VII – TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 20 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 7000 8-01.5(2) KSP 30 SQ YDS Seeding, Fertilizing, and Mulching $ Per SY $ 7005 8-02.5 KSP 20 CU YDS Topsoil Type A $ Per CY $ 7015 * 8-01.5(2) KSP 25 EACH Inlet Protection $ Per EA $ 7030 * 8-01.5(2) KSP 70 HOURS ESC Lead $ Per HR $ 7040 * 8-01.5(2) WSDOT 100 HOURS Street Cleaning $ Per HR $ 7050 1-07.15(1) WSDOT 1 LUMP SUM SPCC Plan $ Per LS $ 7055 8-01.5(2) WSDOT 1 FORCE ACCOUNT Erosion/Water Pollution Control **Common price to all bidders $10,000** Per FA $10,000 * 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 VII Total $ SCHEDULE VIII – STREET WORK – NON-ELIGIBLE ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 21 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 8010 * 2-02.5 KSP 130 SQ YDS Remove Existing Asphalt Concrete Pavement $ Per SY $ 8020 * 2-02.5 KSP 140 SQ YDS Remove Cement Concrete Sidewalk $ Per SY $ 8025 * 2-02.5 KSP 550 LN FT Remove Cement Concrete Curb and Gutter $ Per LF $ 8050 * 2-02.5 KSP 450 LN FT Saw Cut Existing Asphalt Concrete Pavement $ Per LF $ 8060 * 2-03.5 WSDOT 30 CU YDS Roadway Excavation Incl. Haul $ Per CY $ 8080 * 4-04.5 KSP 90 TONS Crushed Surfacing Top Course, 5/8 Inch Minus $ Per TON ($6.00 Min) $ 8085 * 4-04.5 KSP 50 TONS Crushed Surfacing Base Course, 1-1/4 Inch Minus $ Per TON $ 8145 * 8-14.5 KSP 140 SQ YDS Cement Concrete Sidewalk $ Per SY $ 8205 * 8-04.5 KSP 550 LN FT Cement Concrete Curb and Gutter $ Per LF $ * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SCHEDULE VIII – STREET WORK – NON-ELIGIBLE ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 22 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Schedule VIII Total $ SCHEDULE IX – STORM SEWER – NON-ELIGIBLE ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 23 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 9010 7-04.5 KSP 30 LN FT Storm Sewer Pipe, 6 Inch Diameter Ductile Iron CL 50 $ Per LF $ 9115 7-05.5 KSP 1 EACH Bolt Down Catch Basin Frame and Grate $ Per EA $ 9200 7-05.5 KSP 1 EACH Adjust Utility Vault to Finished Grade $ Per EA $ Schedule IX Total $ SCHEDULE X – KING COUNTY PORTION – STREET WORK – NON-ELIGIBLE ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 24 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 10000 1-09.7 WSDOT 1 LUMP SUM Mobilization $ Per LS $ 10010 * 2-02.5 KSP 50 SQ YDS Remove Existing Asphalt Concrete Pavement $ Per SY $ 10040 8-09.5 KSP 1 LUMP SUM Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings $ Per LS $ 10050 * 2-02.5 KSP 150 LN FT Saw Cut Existing Asphalt Concrete Pavement $ Per LF $ 10060 * 2-03.5 WSDOT 20 CU YDS Roadway Excavation Incl. Haul $ Per CY $ 10065 * 2-03.5 WSDOT 10 CU YDS Unsuitable Foundation Excavation Incl. Haul $ Per CY $ 10080 * 4-04.5 KSP 10 TONS Crushed Surfacing Top Course, 5/8 Inch Minus $ Per TON ($6.00 Min) $ 10085 * 4-04.5 KSP 15 TONS Crushed Surfacing Base Course, 1-1/4 Inch Minus $ Per TON $ 10095 * 5-04.5 KSP 60 TONS HMA Class 1/2”, PG 58V-22 $ Per TON $ * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SCHEDULE X – KING COUNTY PORTION – STREET WORK – NON-ELIGIBLE ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 25 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 10100 * 5-04.5 KSP 400 TONS HMA Class 1/2” for Full Width Overlay, PG 58V-22 $ Per TON $ 10110 * 5-04.5 KSP 3,300 SQ YDS Planing Bituminous Pavement, 2 Inch Thick $ Per SY $ 10115 * 5-04.5 KSP 350 SQ YDS Additional Planing Bituminous Pavement, 2 Inch Thick $ Per SY $ 10125 * 5-04.5 KSP 25 TONS Hot Plant Mix for Temporary Pavement Patch $ Per TON $ 10355 1-04.4(1) WSDOT 1 CALC Minor Changes **Common price to all bidders $10,000** Per CALC $10,000 10505 * 1-10.5(2) WSDOT 420 HOURS Flaggers $ Per HR $ 10510 * 1-10.5(2) WSDOT 200 SQ FT Construction Signs Class A $ Per SF $ 10515 1-10.5(2) WSDOT 1 LUMP SUM Traffic Control Supervisor $ Per LS $ 10520 1-10.5(2) WSDOT 1 LUMP SUM Other Temporary Traffic Control $ Per LS $ * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SCHEDULE X – KING COUNTY PORTION – STREET WORK – NON-ELIGIBLE ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 26 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 10530 * 1-10.5(2) WSDOT 1,000 HOURS Portable Changeable Message Sign $ Per HR $ 10535 * 1-10.5(2) WSDOT 600 HOURS Sequential Arrow Sign $ Per HR $ 10580 * 8-23.5 WSDOT 2,000 LN FT Temporary Pavement Marking – Short Duration $ Per LF $ 10590 * 8-09.5 WSDOT 2 HUNDRED Raised Pavement Marker Type 2 $ Per HUND $ 10600 * 8-22.5 KSP 950 LN FT Profiled Plastic Skip Lane Line $ Per LF $ 10605 * 8-22.5 KSP 800 LN FT Profiled Plastic Double Yellow Center Line $ Per LF $ 10612 * 8-22.5 KSP 120 LN FT Profiled Plastic Wide Line $ Per LF $ 10625 * 8-22.5 WSDOT 1 EACH Plastic Traffic Arrow $ Per EA $ 10650 8-22.5 KSP 1 LUMP SUM Referencing Existing Pavement Markings $ Per LS $ * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. SCHEDULE X – KING COUNTY PORTION – STREET WORK – NON-ELIGIBLE ITEM NO. SECTION NO. APPROX. QUANTITY ITEM UNIT PRICE TOTAL AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 27 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 10715 * 8-01.5(2) KSP 1 EACH Inlet Protection $ Per EA $ 10730 * 8-01.5(2) KSP 30 HOURS ESC Lead $ Per HR $ 10740 * 8-01.5(2) WSDOT 30 HOURS Street Cleaning $ Per HR $ 10755 8-01.5(2) WSDOT 1 FORCE ACCOUNT Erosion/Water Pollution Control **Common price to all bidders $2,500** Per FA $2,500 * 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 X Total $ 212th Preservation – GR Bridge to Orillia/Almaroof 28 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 BID SUMMARY Schedule I Street Schedule IV Storm Sewer Schedule V Traffic Control Schedule VI Electrical Schedule VII Temporary Erosion & Sedimentation Control Schedule VIII Street Work – Non Eligible Schedule IX Storm Sewer – Non Eligible Schedule X King County Portion – Street Work – Non Eligible TOTAL BID AMOUNT 212th Preservation – GR Bridge to Orillia/Almaroof 29 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 seventy (70) 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. DATE: NAME OF BIDDER Signature of Authorized Representative (Print Name and Title) Address 212th Preservation – GR Bridge to Orillia/Almaroof 30 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, , as Principal, and , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of 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 S. 212th St. Preservation (Green River Bridge to Orillia Rd/Kent City Limits)/Federal Aid Number: STPUL-1250(010)/Project Number: 20-3012 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 DAY OF 2022. PRINCIPAL SURETY 20 . Received return of deposit in the sum of $ . 212th Preservation – GR Bridge to Orillia/Almaroof 31 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR’S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor’s responsibility inherently involve subjective determinations as to the contractor’s ability to perform and complete the contract work responsibly and to the owner city’s satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. 212th Preservation – GR Bridge to Orillia/Almaroof 32 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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: NAME: ADDRESS: PRINCIPAL OFFICE: ADDRESS: PHONE: FAX: STATUTORY REQUIREMENTS – Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 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. 212th Preservation – GR Bridge to Orillia/Almaroof 33 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 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. 2. SIGNATURE 2.1 Dated at this day of , 2022. Name of Organization: By: Title: 2.2 , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this day of , 2022. Notary Public: My Commission Expires: 212th Preservation – GR Bridge to Orillia/Almaroof 34 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 BIDDER RESPONSIBILITY CRITERIA Statement that Bi dder Has Not Been Disqualified This statement is required by state law (RCW 39.04.350(1)(d)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (April 5, 2022), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). Bidder’s Business Name Signature of Authorized Official* Printed Name Title Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 212th Preservation – GR Bridge to Orillia/Almaroof 35 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (April 5, 2022), the bidder is not a “willful” violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Bidder’s Business Name Signature of Authorized Official* Printed Name Title Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 212th Preservation – GR Bridge to Orillia/Almaroof 36 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder: Project Name: S. 212th St. Preservation (Green River Bridge to Orillia Rd/ Kent City Limits) Federal Aid #: STPUL-1250(010) Project Number: 20-3012 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or name itself for the work. Failure of the Bidder to submit, within one hour after the published bid submittal time, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder’s Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: ___________________________________________________________________ Plumbing Subcontractor Name: Electrical Subcontractor Name: Signature of Bidder Date 212th Preservation – GR Bridge to Orillia/Almaroof 37 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: Project Name: S. 212th St. Preservation (Green River Bridge to Orillia Rd./ Kent City Limits) Federal Aid #: STPUL-1250(010) Project Number: 20-3012 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of structural steel installation and rebar installation. Failure of the Bidder to submit, within 48 hours after the published bid submittal time, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder’s Bid non-responsive and, therefore, void. Structural Steel Installation Subcontractor Name: ___________________________________________________________________ Rebar Installation Subcontractor Name: Signature of Bidder Date Subcontractor List Prepared in compliance with RCW 39.30.060 as amended To Be Submitted with the Bid Proposal Project Name Failure to list subcontractors with whom the bidder, if awarded the contract, will directly subcontract for performance of the work of structural steel installation, rebar installation, heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical, as described in Chapter 19.28 RCW or naming more than one subcontractor to perform the same work will result in your bid being non-responsive and therefore void. Subcontractor(s) with whom the bidder will directly subcontract that are proposed to perform the work of structural steel installation, rebar installation, heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. To the extent the Project includes one or more categories of work referenced in RCW 39.30.060, and no subcontractor is performed by a lower tier subcontractor who will not contract directly with the bidder. Subcontractor Name Work to be performed Subcontractor Name Work to be performed Subcontractor Name Work to be performed Subcontractor Name Work to be performed Subcontractor Name Work to be performed electrical equipment and therefore considered part of electrical work, even if the installation is for future use and no wiring or electrical current is connected during the project. DOT Form 271-015 Revised 06/2020 212th Preservation – GR Bridge to Orillia/Almaroof 39 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 propo sal, 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. S. 212th St. Preservation (Green River Bridge to Orillia Rd/Kent City Limits) Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 NAME OF PROJECT NAME OF BIDDER’S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. 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: 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. NOTICE TO ALL BIDDERS To report rigging activities call: 1-800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll -free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. SR 40 DOT Form 272-0361 EF 07/2011 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Local Agency Certification for Federal -Aid Contracts The prospective participant certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. This certification is material representation of the fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. SR 41 DOT Form 272-040A EF 07/2011 Revised 0 /20 Disadvantaged Business Enterprise (DBE) Bid Item Breakdown Form 1. Contract Number 2. Contract Name 3. Prime Contractor 4. Prime Contractor Representative Name 5. Prime Contractor Representative Phone Number 6. Prime Contractor Representative Email Column 1 Name of UDBE (See Instructions) Column 2 Bid Item # (See Instructions) Column 3 Full/Partial (See Instructions) Column 4 Quantity (See Instructions) Column 5 Description (See Instructions) Column 6 Unit Price (See Instructions) Column 7 Total Unit Cost (See Instructions) Column 8 Dollar Amount to be Applied Towards Goal (See Instructions) Subtotal: Name of UDBE Bid Item # Full/Partial Quantity Description Unit Price Total Unit Cost Dollar Amount to be Applied Towards Goal Subtotal: Name of UDBE Bid Item # Full/Partial Quantity Description Unit Price Total Unit Cost Dollar Amount to be Applied Towards Goal Subtotal: Name of UDBE Bid Item # Full/Partial Quantity Description Unit Price Total Unit Cost Dollar Amount to be Applied Towards Goal Subtotal: TOTAL UDBE Dollar Amount: DOT Form 272-054 S. 212th St. Preservation (Green River Bridge to Orillia Rd/Kent City Limits) $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 Revised 0 /20 Instructions for Disadvantaged Business Enterprise (DBE) Bid Item Breakdown Form Box 1: Provide the Contract Number as stated in the project information webpage. Box 2: Provide the Name of the project as stated in the project information webpage. Box 3: Provide the Name of the bidder (Proposal holder) submitting Bid. Box 4: Provide the name of the prime contractor’s representative available to contact regarding this form. Box 5: Provide the phone number of the prime contractor’s representative available to contact regarding this form. Box 6: Provide the email of the prime contractor’s representative available to contact regarding this form. Column 1: Provide the Name of the Disadvantaged Business Enterprise (DBE) Firm. DBE Firms can be . Column 2: Provide the Bid Item Number (as it appears in the engineer’s estimate bid check report) available on the project information webpage. measure. Column 7: Provide the estimated total unit cost amount per bid item. https://wsdot. Use Additional Sheets if necessary. DOT Form 272-054 DOT Form 272-056 Revised /201 Disadvantaged Business Box 1: Box 2: Column 1 Column 2 Column 3 Column 4 to DBE Column 5 Condition of Award Contract Goal Box 3 Box 4 5 DOT Form 272-056 Revised 10/2019 • • • • • • • • • • • • • Note 1: See the Disadvantaged Business Enterprise Participation Column 1 Column 2 Column 3 Column 4 Column 5 DOT Form 272-058 Revised 0 /20 Disadvantaged Business Enterprise (DBE)Trucking Credit Form PART A: TO BE COMPLETED BY THE BIDDER Use additional sheets as necessary. Phone PART B: TO BE COMPLETED BY THE DBE TRUCKING FIRM Note: Phone STPUL-1250(010)S. 212th St. Preservation (GR Bridge to O Revised 0 /20 INSTRUCTIONS Please note – All Fields are required PART A: TO BE COMPLETED BY THE BIDDER Federal Aid: County: Contract #: Bid Item: Item Description: Bidder: The bidder’s representative signature is required in addition to the date the form was signed. PART B: TO BE COMPLETED BY THE DBE TRUCKING FIRM The DBE Firm’s representative signature is required in addition to the date the form was signed. DOT Form 272-058 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D �: Washington State Disadvantaged Business Enterprise (DBE) T/A Department of Transportation Written Confirmation Document See Contract Provisions: DBE Document Submittal Requirements Disadvantaged Business Enterprise Participation THIS FORM SHALL ONLY BE SUBMITTED TO A DBE THAT IS LISTED ON THE CONTRACTOR'S DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION. THE CONTRACTOR SHALL COMPLETE PART A PRIOR TO SENDING TO THE DBE. PART A: To be completed by the bidder The entries below shall be consistent with what is shown on the Bidder's Disadvantaged Business Enterprise Utilization Certification. Failure to do so will result in Bid rejection. Contract Title: S. 212th St. Preservation (Green River Bridge to Orillia Rd/Kent City Limits) Bidder's Business Name: DBE's Business Name: Description of DBE's Work: Dollar Amount to be Applied Towards DBE Goal: Dollar Amount to be Subcontracted to DBE*: *Optional Field PART B: To be completed by the Disadvantaged Business Enterprise As an authorized representative of the Disadvantaged Business Enterprise, I confirm that we have been contacted by the Bidder with regard to the referenced project for the purpose of performing the Work described above. If the Bidder is awarded the Contract, we will enter into an agreement with the Bidder to participate in the project consistent with the information provided in Part A of this form. Name (printed): Signature: Title: Address: Date: DOT Form 422-031 49 Revised 07/2016 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS FHWA-1273 -- Revised May 1, 2012 I. General II. Nondiscrimination III. Nonsegregated Facilities IV. Davis -Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention Vill. False Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Governmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I. GENERAL 1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Form FHWA-1273 must be included in all Federal -aid design -build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design -builder shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower -tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with 50 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal -aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal -aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60-1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60-4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this 51 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre -apprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived. ��a DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. 53 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants / Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 54 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT -approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT -assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non -minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non - minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. 55 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D III. NONSEGREGATED FACILITIES This provision is applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single -user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS-BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal -aid construction projects exceeding $2,000 and to all related subcontracts and lower -tier subcontracts (regardless of subcontract size). The requirements apply to all projects located within the right-of-way of a roadway that is functionally classified as Federal -aid highway. This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 "Contract provisions and related matters" with minor revisions to conform to the FHWA-1273 format and FHWA program requirements. 1. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and 56 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis -Bacon poster (WH-1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b. (1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. 57 5 5 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL). Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and .e DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal - aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 61 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 8. Compliance with Davis -Bacon and Related Act requirements. All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal -aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual 62 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this section. VI. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal -aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all of the following conditions: (1) the prime contractor maintains control over the supervision of the day-to-day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and 63 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5. The 30% self -performance requirement of paragraph (1) is not applicable to design -build contracts; however, contracting agencies may establish their own self -performance requirements. VII. SAFETY: ACCIDENT PREVENTION This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 64 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. 65 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal -aid construction contracts, design -build contracts, subcontracts, lower -tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more — as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification — First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https://www.epls.gov/), which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion — First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; 67 6 6 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 (49 CFR 20). 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 70 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS This provision is applicable to all Federal -aid projects funded under the Appalachian Regional Development Act of 1965. 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on -site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1 c) shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1 c) above. 5.The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on -site work. 71 Amendment to Form FHWA 1273 Revised January 25, 2016 Proposal for Incorporating Recycled Materials into the Project Note: Use of recycled materials is highly encouraged within the limits shown above, but does not constitute a Bidder Preference, and will not affect the determination of award, unless two or more lowest responsive Bid totals are exactly equal, in which case proposed recycling percentages will be used as a tie-breaker, per the APWA GSP in Section 1-03.1 of the Special Provisions. Regardless, the Bidder’s stated proposed percentages will become a goal the Contractor should do its best to accomplish. Bidders will be required to report on recycled materials actually incorporated into the Project, in accordance with the APWA GSP in Section 1-06.6 of the Special Provisions. 212th Preservation – GR Bridge to Orillia/Almaroof March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Name] (“Contractor”) CONTRACT NAME & PROJECT NUMBER:[Insert Name of Original Contract & Project #, if applicable] ORIGINAL CONTRACT DATE: [Insert Date Original Contract was Signed] This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section 1 of the Contract is hereby modified to revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section 1 of the Contract are also modified as follows: Original Contract Sum, (including applicable alternates and WSST) $ Net Change by Previous Change Orders (incl. applicable WSST) $ Current Contract Amount (incl. Previous Change Orders) $ Current Change Order $ Applicable WSST Tax on this Change Order $ Revised Contract Sum $ 212th Preservation – GR Bridge to Orillia/Almaroof 7 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (±) for this Change Order working days Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial 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: By: (signature) Print Name: Its (title) DATE: CITY OF KENT: By: (signature) Print Name: Chad Bieren, P.E. Its Public Works Director (title) DATE: APPROVED AS TO FORM: (applicable if Mayor’s signature required) Kent Law Department 212th Preservation – GR Bridge to Orillia/Almaroof 7 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 ............................................ Bid Document Contents ................................................................................................ Invitation to Bid ........................................................................................................... Information for Bidders ............................................................................................... Contractor Compliance Statement ................................................................................ Date .................................................................................................................. Have/have not participated acknowledgment .................................................. Signature and address ...................................................................................... Declaration – City of Kent Equal Employment Opportunity Policy ................................ Date and signature ........................................................................................... Administrative Policy ................................................................................................... Proposal....................................................................................................................... First line of proposal – filled in ......................................................................... Unit prices are correct ...................................................................................... Proposal Signature Page .............................................................................................. All Addenda acknowledged ............................................................................... Date, signature and address ............................................................................. Bid the same unit price for asterisk (*) bid items ............................................. Minimum bid prices are correct ......................................................................... Bid Bond Form ............................................................................................................. Signature, sealed and dated ............................................................................. Power of Attorney ............................................................................................. (Amount of bid bond shall equal 5% of the total bid amount) Contractor’s Qualification Statement ........................................................................... Complete and notarized .................................................................................... Statement that Bidder Has Not Been Disqualified ........................................................ Certification of Compliance with Wage Payment Statutes ............................................ Subcontractor List (contracts over $1M – HVAC, Plumbing, & Electrical) ..................... Subcontractors listed properly .......................................................................... Signature .......................................................................................................... Subcontractor List (contracts over $1M – Structural Steel & Rebar Installation) ......... Subcontractors listed properly .......................................................................... Date and signature ........................................................................................... Local Agency Subcontractor List .................................................................................. Combined Declaration Form ......................................................................................... Signature .......................................................................................................... Non-Collusion Declaration ............................................................................................ Local Agency Certification for Federal-Aid Contracts ................................................... Disadvantaged Business Enterprise (DBE) Bid Item Breakdown Form ............................................................................................................................ Disadvantaged Business Enterprise Utilization Certification ................................................................................................................. Disadvantaged Business Enterprise (DBE) Trucking Credit Form ................................. Disadvantaged Business Enterprise Written Confirmation Document ............................................................................................... Required Contract Provisions Federal-Aid Construction Contracts ............................... Proposal for Incorporating Recycling Materials into the Project .................................. Change Order Form ...................................................................................................... Bidder’s Checklist ........................................................................................................ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. 212th Preservation – GR Bridge to Orillia/Almaroof 72 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 CONTRACT DOCUMENTS CONTENTS Contract ............................................................................................... 77 Performance Bond (272-002A) ................................................................ 80 Payment Bond (272-003A) ...................................................................... 81 212th Preservation – GR Bridge to Orillia/Almaroof 7 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation (“City”), and , organized under the laws of the State of , located and doing business at (“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: S. 212th St. Preservation (Green River Bridge to Orillia Rd/Kent City Limits)/Federal Aid Number: STPUL-1250(010)/Project Number: 20- 3012 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City’s general and special conditions; the 2022 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable (“Standard Specifications”); the City’s bid documents; and the Contractor’s response to the City’s bid. The Contractor is responsible to obtain copies of the 2022 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and work shall be physically completed within seventy (70) working days. The term of this Contract shall continue until all work has been completed, Final Acceptance has occurred, and all Contractor obligations have been fulfilled. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. The total contract amount for all Work performed under this Contract, including Washington State Sales Tax, is $. 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. 212th Preservation – GR Bridge to Orillia/Almaroof 7 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City’s inspection or acceptance of any of Contractor’s work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor’s liability hereunder shall be only to the extent of the Contractor’s negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR’S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Section 1-07.18 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. 212th Preservation – GR Bridge to Orillia/Almaroof 7 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 CITY OF KENT BY: DANA RALPH, MAYOR DATE: ATTEST: KIMBERLEY A. KOMOTO, CITY CLERK APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR BY: PRINT NAME: TITLE: DATE: DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Local Agency Performance Bond PERFORMANCE BOND to [City of Kent or County], WA Bond No. The [city of Kent or County], Washington ([City or County]) has awarded to (Principal), a contract for the construction of the project designated as S. 212th St. Preservation, Project No. 20-3012 , in [location], Washington (Contract), and said Principal is required to furnish a bond for performance of all obligations under the Contract. The Principal, and (Surety), a corporation, organized under the laws of the State of and licensed to do business in the State of Washington as surety and named in the current list of "Surety Companies Acceptable in Federal Bonds' as published in the Federal Register by the Audit Staff Bureau of Accounts, U. S. Treasury Dept., are jointly and severally held and firmly bound to the [City or County], in the sum of US Dollars ($ ) Total Contract Amount, subject to the provisions herein. This statutory performance bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall well and faithfully perform all of the Principal's obligations under the Contract and fulfill all terms and conditions of all duly authorized modifications, additions, and changes to said Contract that may hereafter be made, at the time and in the manner therein specified; and if such performance obligations have not been fulfilled, this bond shall remain in force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two (2) original counterparts, and shall be signed by the parties' duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the office executing on behalf of the surety. PRINCIPAL Principal Signature Date Printed Name Date Title SURETY Surety Signature Date Printed Name Date Title Name, address, and telephone of local office/agent of Surety Company is: Approved as to form: [City or County] Attorney, [City of Kent or DOT Form 272-002A EF 08/2012 County] Date DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Local Agency Payment Bond - Highway Construction PUBLIC WORKS PAYMENT BOND to [City of Kent or County], WA Bond No. The rcity of Kent or County], Washington ([City or County]) has awarded to (Principal), a contract for the construction of the project designated as S. 212th St. Preservation Project No. 20-3012 , in [location], Washington (Contract), and said Principal is required under the terms of that Contract to furnish a payment bond in accord with Title 39.08 Revised Code of Washington (RCW) and (where applicable) 60.28 RCW. The Principal, and _ (Surety), a corporation organized under the laws of the State of and licensed to do business in the State of Washington as surety and named in the current list of "Surety Companies Acceptable in Federal Bonds' as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept, are jointly and severally held and firmly bound to the [City or County], in the sum of US Dollars ($ ) Total Contract Amount, subject to the provisions herein. This statutory payment bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall pay all persons in accordance with RCW 39.08, 39.12, and 60.28 including all workers, laborers, mechanics, subcontractors, and materialmen, and all person who shall supply such contractor or subcontractor with provisions and supplies for the carrying on of such work, and all taxes incurred on said Contract under Titles 50 and 51 RCW and all taxes imposed on the Principal under Title 82 RCW; and if such payment obligations have not been fulfilled, this bond shall remain in full force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, and waives notice of any changes, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two (2) original counterparts, and shall be signed by the parties' duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the office executing on behalf of the surety PRINCIPAL SURETY Principal Signature Printed Name Title Date Date Surety Signature Printed Name Title Name, address, and telephone of local office/agent of Surety Company is: Approved as to form: Date Date [City or County] Attorney, [City of Kent or County] Date DOT Form 272-003A EF 08/2012 81 212th Preservation – GR Bridge to Orillia/Almaroof March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 SPECIAL PROVISIONS CONTENTS PAGE INTRODUCTION .......................................................................... SP-1 DIVISION 1 GENERAL REQUIREMENTS ................................. SP-3 1-01 Definitions and Terms .................................................. SP-3 1-02 Bid Procedures and Conditions ...................................... SP-5 1-03 Award and Execution of Contract................................... SP-11 1-04 Scope of the Work ...................................................... SP-12 1-05 Control of Work .......................................................... SP-13 1-06 Control of Material ...................................................... SP-17 1-07 Legal Relations and Responsibilities to the Public ............. SP-19 1-08 Prosecution and Progress ............................................. SP-45 1-09 Measurement and Payment .......................................... SP-48 1-10 Temporary Traffic Control ............................................ SP-49 DIVISION 2 EARTHWORK ...................................................... SP-52 2-02 Removal of Structures and Obstructions ......................... SP-52 2-03 Roadway Excavation and Embankment .......................... SP-55 2-06 Subgrade Preparation .................................................. SP-55 DIVISION 4 BASES ................................................................ SP-57 4-04 Ballast and Crushed Surfacing ...................................... SP-57 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .......... SP-59 5-02 Bituminous Surface Treatment ...................................... SP-59 5-04 Hot Mix Asphalt .......................................................... SP-59 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS ........... SP-91 7-04 Storm Sewers ............................................................ SP-91 7-05 Manholes, Inlets, Catch Basins, and Drywells .................. SP-92 7-12 Valves for Water Mains ................................................ SP-95 DIVISION 8 MISCELLANEOUS CONSTRUCTION ..................... SP-98 8-01 Erosion Control and Water Pollution Control .................... SP-98 8-02 Roadside Restoration ................................................... SP-102 8-04 Curbs, Gutters, and Spillways ....................................... SP-109 8-09 Raised Pavement Markers ............................................ SP-110 8-10 Guide Posts ................................................................ SP-112 8-13 Monument Cases ........................................................ SP-113 8-14 Cement Concrete Sidewalks ......................................... SP-114 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical ........................... SP-116 8-21 Permanent Signing ...................................................... SP-120 8-22 Pavement Marking ...................................................... SP-121 212th Preservation – GR Bridge to Orillia/Almaroof March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-23 Temporary Pavement Markings ..................................... SP-129 8-30 Project Signs .............................................................. SP-129 DIVISION 9 MATERIALS ........................................................ SP-132 9-03 Aggregates ................................................................ SP-132 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls .................. SP-134 9-14 Erosion Control and Roadside Planting ........................... SP-134 9-28 Signing Materials and Fabrication .................................. SP-138 9-29 Illumination, Signal, Electrical ....................................... SP-139 KENT STANDARD PLANS ............................................................. A-1 WSDOT STANDARD PLANS .......................................................... A-2 TRAFFIC CONTROL PLANS .......................................................... A-3 PROJECT SIGN ............................................................................ A-4 STATE AND FEDERAL PREVAILING WAGE RATES ........................ A-5 212th Preservation – GR Bridge to Orillia/Almaroof SP - 1 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 SPECIAL PROVISIONS The following Special Provisions are made a part of this contract and supersede any conflicting provisions of the 2022 Washington State Department of Transportation (WSDOT) Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications. Several types of Special Provisions are included in this contract; General, Region, Bridges and Structures, and Project Specific. Special Provisions types are differentiated as follows: (date) General Special Provision (******) Notes a revision to a General Special Provision and also notes a Project Specific Special Provision. (Regions1 date) Region Special Provision (BSP date) Bridges and Structures Special Provision General Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a “fill-in”. Region Special Provisions are commonly applicable within the designated Region. Region designations are as follows: Regions1 ER Eastern Region NCR North Central Region NWR Northwest Region OR Olympic Region SCR South Central Region SWR Southwest Region WSF Washington State Ferries Division Bridges and Structures Special Provisions are similar to Standard Specifications in that they typically apply to many projects, usually in more than one Region. Usually, the only difference from one project to another is the inclusion of variable project data, inserted as a “fill-in”. Project Specific Special Provisions normally appear only in the contract for which they were developed. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 2 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 INTRODUCTION TO THE SPECIAL PROVISIONS (December 10, 2020 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2022 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition 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; Kent Design and Construction Standards, current edition; American Water Works Association Standards, current edition; The current edition of the “National Electrical Code.” Contractor shall obtain copies of these publications, at Contractor’s own expense. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 3 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 The Kent Special Provisions (“Kent Special Provisions” or “KSP”) modify and supersede any conflicting provisions of the 2022 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations (“WSDOT Standard Specifications”). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. DIVISION 1 – GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995, WSDOT GSP) This Contract provides for the improvement of S. 212th Street from 72nd Avenue S. to 84th Avenue S. (East Valley Highway) and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (January 19, 2022 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 4 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: All references in the Standard Specifications or WSDOT General Special Provisions, to the terms “Department of Transportation”, “Washington State Transportation Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised to read “Contracting Agency”. All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated location”. All references to “final contract voucher certification” shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 5 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Contract Documents See definition for “Contract”. Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency’s acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders DELETE THIS SECTION AND REPLACE WITH THE FOLLOWING: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications (Kent Special Provisions) 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. 1-02.4(1) General (January 19, 2022 APWA GSP Option A) The first sentence of the ninth paragraph, beginning with “Any prospective Bidder desiring…”, is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, must request the explanation or interpretation in writing soon enough 212th Preservation – GR Bridge to Orillia/Almaroof SP - 6 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 to allow a written reply to reach all prospective Bidders before the submission of their Bids. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-02.5 Proposal Forms (Kent Special Provision) Prospective bidders may obtain Bid Documents including a “Bid Proposal” for the advertised project by downloading at no charge at KentWA.gov/doing- business/bids-procurement; however, a prospective bidder remains responsible to obtain Bid Documents. 1-02.6 Preparation of Proposal (December 10, 2020 APWA GSP, Option A) Supplement this section with the following: The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprise (DBE) Utilization Certification, when required by the Special Provisions. For each and every DBE firm listed on the Bidder’s completed Disadvantaged Business Enterprise Utilization Certification, the Bidder shall submit written confirmation from that DBE firm that the DBE is in agreement with the DBE participation commitment that the Bidder has made in the Bidder’s completed Disadvantaged Business Enterprise Utilization Certification. WSDOT Form 422 031 (Disadvantaged Business Enterprise Written Confirmation Document) is to be used for this purpose. Bidder must submit good faith effort documentation only in the event the bidder’s efforts to solicit sufficient DBE participation have been unsuccessful. The Bidder shall submit a DBE Bid Item Breakdown form defining the scope of work to be performed by each DBE listed on the DBE Utilization Certification. If the Bidder lists a DBE Trucking firm on the DBE Utilization Certification, then the Bidder must also submit a DBE Trucking Credit Form (WSDOT Form 272-058) documenting how the DBE Trucking firm will be able to perform the scope of work subcontracted to them. Directions for delivery of the Disadvantaged Business Enterprise Written Confirmation Documents, Disadvantaged Business Enterprise Good Faith Effort documentation, DBE Bid Item Breakdown Form and the DBE Trucking Credit Form are included in Section 1-02.9. 1-02.6(1) Recycled Materials Proposal (January 4, 2016 APWA GSP) The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the project, using the form provided in the Contract Provisions. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 7 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency-assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder’s officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety’s officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-02.7 Bid Deposit (Kent Special Provision) 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 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. 1-02.9 Delivery of Proposal (January 19, 2022 APWA GSP Option C) Delete this section and replace it with the following: 212th Preservation – GR Bridge to Orillia/Almaroof SP - 8 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the following items, as required by Section 1-02.6: DBE Utilization Certification (WSDOT 272-056) DBE Written Confirmation Document (WSDOT 422-031) from each DBE firm listed on the Bidder’s completed DBE Utilization Certification Good Faith Effort (GFE) Documentation DBE Bid Item Breakdown (WSDOT 272-054) DBE Trucking Credit Form (WSDOT 272-058) DBE Utilization Certification The DBE Utilization Certification shall be received at the same location and no later than the time required for delivery of the Proposal. The Contracting Agency will not open or consider any Proposal when the DBE Utilization Certification is received after the time specified for receipt of Proposals or received in a location other than that specified for receipt of Proposals. The DBE Utilization Certification may be submitted in the same envelope as the Bid deposit. DBE Written Confirmation and/or GFE Documentation The DBE Written Confirmation Documents and/or GFE Documents are not required to be submitted with the Proposal. The DBE Written Confirmation Document(s) and/or GFE (if any) shall be received either with the Bid Proposal or as a Supplement to the Bid. The documents shall be received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Proposal. To be considered responsive, Bidders shall submit Written Confirmation Documentation from each DBE firm listed on the Bidder’s completed DBE Utilization Certification and/or the GFE as required by Section 1-02.6. DBE Bid Item Breakdown and DBE Trucking Credit Form The DBE Bid Item Breakdown and the DBE Trucking Credit Forms (if applicable) shall be received either with the Bid Proposal or as a Supplement to the Bid. The documents shall be received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Proposal. To be considered responsive, Bidders shall submit a completed DBE Bid Item Breakdown and a DBE Trucking Credit Form for each DBE Trucking firm listed on the DBE Utilization Certification, however, minor errors and corrections to DBE Bid Item Breakdown or DBE Trucking Credit Forms will be returned for correction for a period up to five calendar days (not including Saturdays, Sundays and Holidays) after the time for delivery of the Proposal. A DBE Bid Item Breakdown or DBE Trucking Credit Forms that are still incorrect after the correction period will be determined to be non- responsive. Supplemental bid information submitted after the proposal submittal but within 48 hours of the time and date the proposal is due, the document(s) shall be submitted as follows: 1. By facsimile to the following FAX number: 253-856-6725, or 212th Preservation – GR Bridge to Orillia/Almaroof SP - 9 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 2. By e-mail to the following e-mail address: CityClerk@kentwa.gov All other information required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call for Bids. Proposals that are received as required will be publicly opened and read as specified in Section 1-02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. The Contracting Agency will not open or consider any “Supplemental Information” (DBE confirmations or GFE documentation) that is received after the time specified above, or received in a location other than that specified above. If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. 1-02.10 Withdrawing, Revising, or Supplementing Proposal (July 23, 2015 APWA GSP) Delete this section, and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 212th Preservation – GR Bridge to Orillia/Almaroof SP - 10 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1-02.13 Irregular Proposals (October 1, 2020 APWA GSP) Delete this section and replace it with the following: 1. A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized Proposal form furnished by the Contracting Agency is not used or is altered; c. The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder’s completed DBE Utilization Certification that they are in agreement with the bidder’s DBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bidder fails to submit a DBE Bid Item Breakdown form, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; l. The Bidder fails to submit DBE Trucking Credit Forms, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; m. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or n. More than one Proposal is submitted for the same project from a Bidder under the same or different names. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 11 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1-02.14 Disqualification of Bidders (May 17, 2018 APWA GSP, Option A) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency reserves the right to request documentation as needed from the Bidder and third parties concerning the Bidder’s compliance with the mandatory bidder responsibility criteria. If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency’s determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency’s final determination. 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(1) Identical Bid Totals (January 4, 2016 APWA GSP) Revise this section to read: After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie-breaker will be the Bidder with an equal lowest bid, that proposed to use the highest percentage of recycled materials in the Project, per the form submitted with the Bid Proposal. If those percentages are also exactly equal, then the tie-breaker will be determined by drawing as follows: Two or more slips of paper will be marked as follows: one marked “Winner” and the other(s) marked “unsuccessful”. The slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington State Department of Licensing. The slips shall be unfolded and the firm with the slip marked “Winner” will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest responsive Bid, and with a 212th Preservation – GR Bridge to Orillia/Almaroof SP - 12 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 proposed recycled materials percentage that is exactly equal to the highest proposed recycled materials amount, are eligible to draw. 1-03.7 Judicial Review (November 30, 2018 APWA GSP) Revise this section to read: Any decision made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 1-04 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (December 10, 2020 APWA GSP) Revise the second paragraph to read: Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5. Standard Specifications, 6. Contracting Agency’s Standard Plans or Details (if any), and 7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-04.9 Use of Private Properties (Kent Special Provision) 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 and shall not extend beyond City right-of-way or easements unless otherwise noted 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. 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 13 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 (Kent Special Provision) 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 1-05.7 IS SUPPLEMENTED WITH THE FOLLOWING: (******) 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, 212th Preservation – GR Bridge to Orillia/Almaroof SP - 14 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency 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 will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional 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 adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency’s rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the work as required. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor’s request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial 212th Preservation – GR Bridge to Orillia/Almaroof SP - 15 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Completion Date and the Contractor considers the work physically complete and ready for final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer’s right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency 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 or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which 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 unit contract 212th Preservation – GR Bridge to Orillia/Almaroof SP - 16 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 prices related to the system being tested, unless specifically set forth otherwise in the proposal. 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 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: (******) 1-05.13 Superintendents, Labor, and Equipment of Contractor (Kent Special Provisions) Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 1-05.14 Cooperation With Other Contractors (Kent Special Provision) Details of known projects are as follow: 1- The contractor shall coordinate with King County’s contractor working on the levee project on Green River (at the east end of the project). Adam Carlson ANCHOR QEA, LLC D 206.903.3379 C 206.714.7308 acarlson@anchorqea.com Erik Peters King County River and Floodplain Management Section (206) 477-4797 Erik.peters@kingcounty.gov SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power (October 1, 2005 APWA GSP) 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 and water as a pay item. (******) 212th Preservation – GR Bridge to Orillia/Almaroof SP - 17 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1-05.17 Oral Agreements (Kent Special Provision) New Section No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing. 1-05.18 Referencing Existing Pavement Markings (Kent Special Provision) New Section 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 or directed by engineer. Pavement markings shall be replaced using the materials called for in these Specifications. 1-06 CONTROL OF MATERIAL Section 1-06 is supplemented with the following: Buy America (August 6, 2012 WSDOT GSP) In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American-made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 18 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy America requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350-109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109EF. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 19 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1-06.6 Recycled Materials (January 4, 2016 APWA GSP) Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier). The Contractor’s report shall be provided on DOT form 350-075 Recycled Materials Reporting. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract- related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within 212th Preservation – GR Bridge to Orillia/Almaroof SP - 20 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.4 Sanitation Health Hazards Section 1-07.4(2) is supplemented with the following: (May 13, 2020) COVID-19 Health and Safety Plan (CHSP) The Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP). The CHSP shall be prepared and submitted as a Type 2 Working Drawing prior to beginning physical Work. The CHSP shall be based on the most current State and Federal requirements. If the State or Federal requirements are revised, the CHSP shall be updated as necessary to conform to the current requirements. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 21 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 The Contractor shall update and resubmit the CHSP as the work progresses and new activities appear on the look ahead schedule required under Section 1-08.3(2)D. If the conditions change on the project, or a particular activity, the Contractor shall update and resubmit the CHSP. Work on any activity shall cease if conditions prevent full compliance with the CHSP. The CHSP shall address the health and safety of all people associated with the project including State workers in the field, Contractor personnel, consultants, project staff, subcontractors, suppliers and anyone on the project site, staging areas, or yards. COVID-19 Health and Safety Plan (CHSP) Inspection The Contractor shall grant full and unrestricted access to the Engineer for CHSP Inspections. The Engineer (or designee) will conduct periodic compliance inspections on the project site, staging areas, or yards to verify that any ongoing work activity is following the CHSP plan. If the Engineer becomes aware of a noncompliance incident either through a site inspection or other means, the Contractor will be notified immediately (within 1 hour). The Contractor shall immediately remedy the noncompliance incident or suspend all or part of the associated work activity. The Contractor shall satisfy the Engineer that the noncompliance incident has been corrected before the suspension will end. SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.4(2) COVID-19 Job Site Requirements The Contractor shall comply with all COVID-19 workplace health and safety measures established by the state Department of Labor & Industries or otherwise imposed by the Governor, the state Department of Health, or the Local Health Officer of Seattle-King County Public Health, or subsequent modifications to such health and safety measures as those authorities may issue, including providing all needed personal protective equipment. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: (******) 1-07.6 Permits and Licenses (Kent Special Provision) The City has obtained the following: 1. Street Use Permit from City of Tukwila. 2. Shoreline exemption approval. 3. Noise Variance approval. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 22 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 4. The City is working with King County to grant the City right-of-entry into the corporate limits of the County for the purpose of performing any and all tasks necessary to complete the Project. (******) 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. Load Limits SECTION 1-07.7 IS SUPPLEMENTED WITH THE FOLLOWING: (March 13, 1995, WSDOT GSP) If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. 1-07.9 Wages 1-07.9(1) General Section 1-07.9(1) is supplemented with the following: 1-07.9(1) (January 10, 2022 WSDOT GSP) The Federal wage rates incorporated in this contract have been established by the 43 Secretary of Labor under United States Department of Labor General Decision No. WA20200001. The State rates incorporated in this contract are applicable to all construction activities associated with this contract. 1-07.9(5) Required Documents (January 3, 2020 APWA GSP) Delete this section and replace it with the following: General All “Statements of Intent to Pay Prevailing Wages”, “Affidavits of Wages Paid” and Certified Payrolls, including a signed Statement of Compliance for Federal-aid 212th Preservation – GR Bridge to Orillia/Almaroof SP - 23 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 projects, shall be submitted to the Engineer and the State L&I online Prevailing Wage Intent & Affidavit (PWIA) system. Intents and Affidavits On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for themselves and for each firm covered under RCW 39.12 that will or has provided Work and materials for the Contract: 1.The approved “Statement of Intent to Pay Prevailing Wages” State L&I’s form number F700-029-000. The Contracting Agency will make no payment under this Contract until this statement has been approved by State L&I and reviewed by the Engineer. 2.The approved “Affidavit of Prevailing Wages Paid”, State L&I’s form number F700-007-000. The Contracting Agency will not grant Completion until all approved Affidavit of Wages paid for the Contractor and all Subcontractors have been received by the Engineer. The Contracting Agency will not release to the Contractor any funds retained under RCW 60.28.011 until “Affidavit of Prevailing Wages Paid” forms have been approved by State L&I and all of the approved forms have been submitted to the Engineer for every firm that worked on the Contract. The Contractor is responsible for requesting these forms from State L&I and for paying any fees required by State L&I. Certified Payrolls Certified payrolls are required to be submitted by the Contractor for themselves, all Subcontractors and all lower tier subcontractors. The payrolls shall be submitted weekly on all Federal-aid projects and no less than monthly on State funded projects. Penalties for Noncompliance The Contractor is advised, if these payrolls are not supplied within the prescribed deadlines, any or all payments may be withheld until compliance is achieved. In addition, failure to provide these payrolls may result in other sanctions as provided by State laws (RCW 39.12.050) and/or Federal regulations (29 CFR 5.12). 1-07.11 Requirements for Nondiscrimination (October 1, 2020 APWA GSP, Option B) Supplement this section with the following: Disadvantaged Business Enterprise Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and USDOT’s official interpretations (i.e., Questions & Answers) apply to this Contract. Demonstrating compliance with these Specifications is a Condition of Award (COA) of this Contract. Failure to comply with the requirements of this Specification may result in your Bid being found to be nonresponsive resulting in rejection or other sanctions as provided by Contract. DBE Abbreviations and Definitions Broker – A business firm that provides a bona fide service, such as professional, technical, consultant or managerial services and assistance 212th Preservation – GR Bridge to Orillia/Almaroof SP - 24 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 in the procurement of essential personnel, facilities, equipment, materials, or supplies required for the performance of the Contract; or, persons/companies who arrange or expedite transactions. Certified Business Description – Specific descriptions of work the DBE is certified to perform, as identified in the Certified Firm Directory, under the Vendor Information page. Certified Firm Directory – A database of all Minority, Women, and Disadvantaged Business Enterprises currently certified by Washington State. The on-line Directory is available to Bidders for their use in identifying and soliciting interest from DBE firms. The database is located under the Firm Certification section of the Diversity Management and Compliance System web page at: https://omwbe.diversitycompliance.com. Commercially Useful Function (CUF) – 49 CFR 26.55(c)(1) defines commercially useful function as: “A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. To determine whether a DBE is performing a commercially useful function, you must evaluate the amount of work subcontracted, industry practices, whether the amount the firm is to be paid under the contract is commensurate with the work it is actually performing and the DBE credit claimed for its performance of the work, and other relevant factors.” Disadvantaged Business Enterprise (DBE) – A business firm certified by the Washington State Office of Minority and Women’s Business Enterprises, as meeting the criteria outlined in 49 CFR 26 regarding DBE certification. Force Account Work – Work measured and paid in accordance with Section 1-09.6. Good Faith Efforts – Efforts to achieve the DBE COA Goal or other requirements of this part which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the program requirement. Manufacturer (DBE) – A DBE firm that operates or maintains a factory or establishment that produces on the premises the materials, supplies, articles, or equipment required under the Contract. A DBE Manufacturer shall produce finished goods or products from raw or unfinished material or purchase and substantially alters goods and materials to make them suitable for construction use before reselling them. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 25 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Reasonable Fee (DBE) – For purposes of Brokers or service providers a reasonable fee shall not exceed 5% of the total cost of the goods or services brokered. Regular Dealer (DBE) – A DBE firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of a Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a Regular Dealer, the DBE firm must be an established regular business that engages in as its principal business and in its own name the purchase and sale of the products in question. A Regular Dealer in such items as steel, cement, gravel, stone, and petroleum products need not own, operate or maintain a place of business if it both owns and operates distribution equipment for the products. Any supplementing of regular dealers’ own distribution equipment shall be by long-term formal lease agreements and not on an ad-hoc basis. Brokers, packagers, manufacturers’ representatives, or other persons who arrange or expedite transactions shall not be regarded as Regular Dealers within the meaning of this definition. DBE Commitment – The scope of work and dollar amount the Bidder indicates they will be subcontracting to be applied towards the DBE Condition of Award Goal as shown on the DBE Utilization Certification Form for each DBE Subcontractor. This DBE Commitment amount will be incorporated into the Contract and shall be considered a Contract requirement. The Contractor shall utilize the COA DBEs to perform the work and supply the materials for which they are committed. Any changes to the DBE Commitment require the Engineer’s prior written approval. DBE Condition of Award (COA) Goal – An assigned numerical amount specified as a percentage of the Contract. Initially, this is the minimum amount that the Bidder must commit to by submission of the Utilization Certification Form and/or by Good Faith Effort (GFE). DBE COA Goal The Contracting Agency has established a DBE COA Goal for this Contract in the amount of: 14% Crediting DBE Participation Subcontractors proposed as COA must be certified prior to the due date for bids on the Contract. All non-COA DBE Subcontractors shall be certified before the subcontract on which they are participating is executed. DBE participation is only credited upon payment to the DBE. The following are some definitions of what may be counted as DBE participation. DBE Prime Contractor Only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces and is certified to perform. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 26 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 DBE Subcontractor Only take credit for that portion of the total dollar value of the subcontract that is equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces and is certified to perform. The value of work performed by the DBE includes the cost of supplies and materials purchased by the DBE and equipment leased by the DBE, for its work on the contract. Supplies, materials or equipment obtained by a DBE that are not utilized or incorporated in the contract work by the DBE will not be eligible for DBE credit. The supplies, materials, and equipment purchased or leased from the Contractor or its affiliate, including any Contractor’s resources available to DBE subcontractors at no cost, shall not be credited. DBE credit will not be given in instances where the equipment lease includes the operator. The DBE is expected to operate the equipment used in the performance of its work under the contract with its own forces. Situations where equipment is leased and used by the DBE, but payment is deducted from the Contractor’s payment to the DBE is not allowed. When the subcontractor is part of a DBE Commitment, the following apply: 1. If a DBE subcontracts a portion of the Work of its contract to another firm, the value of the subcontracted Work may be counted toward the DBE COA Goal only if the Lower-Tier Subcontractor is also a DBE. 2. Work subcontracted to a Lower-Tier Subcontractor that is a DBE, may be counted toward the DBE COA Goal. 3. Work subcontracted to a non-DBE does not count towards the DBE COA Goal. DBE Subcontract and Lower Tier Subcontract Documents There must be a subcontract agreement that complies with 49 CFR Part 26 and fully describes the distinct elements of Work committed to be performed by the DBE. DBE Service Provider The value of fees or commissions charged by a DBE firm behaving in a manner of a Broker, or another service provider for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance specifically required for the performance of the contract will only be credited as DBE participation, if the fee/commission is determined by the Contracting Agency to be reasonable and the firm has performed a CUF. Force Account Work When the Bidder elects to utilize force account Work to meet the DBE COA Goal, as demonstrated by listing this force account Work on the DBE 212th Preservation – GR Bridge to Orillia/Almaroof SP - 27 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Utilization Certification Form, for the purposes of meeting the DBE COA Goal, only 50% of the Proposal amount shall be credited toward the Bidder’s Commitment to meet the DBE COA Goal. One hundred percent of the actual amounts paid to the DBE for the force account Work shall be credited towards the DBE COA Goal or DBE participation. Temporary Traffic Control If the DBE firm only provides “Flagging”, the DBE firm must provide a Traffic Control Supervisor (TCS) and flagger, which are under the direct control of the DBE. The DBE firm shall also provide all flagging equipment for it’s employees (e.g. paddles, hard hats, and vests). If the DBE firm provides “Traffic Control Services”, the DBE firm must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels, signs, etc.) and be in total control of all items in implementing the traffic control for the project. Trucking DBE trucking firm participation may only be credited as DBE participation for the value of the hauling services, not for the materials being hauled unless the trucking firm is also certified as a supplier of those materials. In situations where the DBE’s work is priced per ton, the value of the hauling service must be calculated separately from the value of the materials in order to determine DBE credit for hauling The DBE trucking firm must own and operate at least one licensed, insured and operational truck on the contract. The truck must be of the type that is necessary to perform the hauling duties required under the contract. The DBE receives credit for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. The DBE may lease additional trucks from another DBE firm. The DBE who leases additional trucks from another DBE firm receives credit for the value of the transportation services the lessee DBE provides on the Contract. The trucking Work subcontracted to any non-DBE trucking firm will not receive credit for Work done on the project. The DBE may lease trucks from a truck leasing company (recognized truck rental center), but can only receive credit towards DBE participation if the DBE uses its own employees as drivers. DBE Manufacturer and DBE Regular Dealer One hundred percent (100%) of the cost of the manufactured product obtained from a DBE manufacturer may count towards the DBE COA Goal. Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular Dealer may be credited towards the DBE Goal. If the role of 212th Preservation – GR Bridge to Orillia/Almaroof SP - 28 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 the DBE Regular Dealer is determined to be that of a Broker, then DBE credit shall be limited to the fee or commission it receives for its services. Regular Dealer status and the amount of credit is determined on a Contract-by-Contract basis. DBE firms proposed to be used as a Regular Dealer must be approved before being listed as a COA/used on a project. The WSDOT Approved Regular Dealer list published on WSDOT’s Office of Equal Opportunity (OEO) web site must include the specific project for which approval is being requested. For purposes of the DBE COA Goal participation, the Regular Dealer must submit the Regular Dealer Status Request form a minimum of five calendar days prior to bid opening. Purchase of materials or supplies from a DBE which is neither a manufacturer nor a regular dealer, (i.e. Broker) only the fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on the job site, may count towards the DBE COA Goal provided the fees are not excessive as compared with fees customarily allowed for similar services. Documentation will be required to support the fee/commission charged by the DBE. The cost of the materials and supplies themselves cannot be counted toward the DBE COA Goal. Note: Requests to be listed as a Regular Dealer will only be processed if the requesting firm is a material supplier certified by the Office of Minority and Women’s Business Enterprises in a NAICS code that falls within the 42XXXX NAICS Wholesale code section. Disadvantaged Business Enterprise Utilization To be eligible for award of the Contract, the Bidder shall properly complete and submit a Disadvantaged Business Enterprise (DBE) Utilization Certification with the Bidder’s sealed Bid Proposal, as specified in Section 1-02.9 Delivery of Proposal. The Bidder’s DBE Utilization Certification must clearly demonstrate how the Bidder intends to meet the DBE COA Goal. A DBE Utilization Certification (WSDOT Form 272-056) is included in the Proposal package for this purpose as well as instructions on how to properly fill out the form. The Bidder is advised that the items listed below when listed in the Utilization Certification must have their amounts reduced to the percentages shown and those reduced amounts will be the amount applied towards meeting the DBE COA Goal. • Force account at 50% • Regular dealer at 60% In the event of arithmetic errors in completing the DBE Utilization Certification, the amount listed to be applied towards the DBE COA Goal for each DBE shall govern and the DBE total amount shall be adjusted accordingly. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 29 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Note: The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal submitted that does not contain a DBE Utilization Certification Form that accurately demonstrates how the Bidder intends to meet the DBE COA Goal. Disadvantaged Business Enterprise Written Confirmation Document(s) The Bidder shall submit an Disadvantaged Business Enterprise (DBE) Written Confirmation Document (completed and signed by the DBE) for each DBE firm listed in the Bidder’s completed DBE Utilization Certification submitted with the Bid. Failure to do so will result in the associated participation being disallowed, which may cause the Bid to be determined to be nonresponsive resulting in Bid rejection. The Confirmation Documents provide confirmation from the DBEs that they are participating in the Contract as provided in the Bidder’s Commitment. The Confirmation Documents must be consistent with the Utilization Certification. A DBE Written Confirmation Document (WSDOT Form 422-031) is included in the Proposal package for this purpose. The form(s) shall be received as specified in the special provisions for Section 1-02.9 Delivery of Proposal. It is prohibited for the Bidder to require a DBE to submit a Written Confirmation Document with any part of the form left blank. Should the Contracting Agency determine that an incomplete Written Confirmation Document was signed by a DBE, the validity of the document comes into question. The associated DBE participation may not receive credit. Selection of Successful Bidder/Good Faith Efforts (GFE) The successful Bidder shall be selected on the basis of having submitted the lowest responsive Bid, which demonstrates a good faith effort to achieve the DBE COA Goal. The Contracting Agency, at any time during the selection process, may request a breakdown of the bid items and amounts that are counted towards the overall contract goal for any of the DBEs listed on the DBE Utilization Certification. Achieving the DBE COA Goal may be accomplished in one of two ways: 1. By meeting the DBE COA Goal Submission of the DBE Utilization Certification, supporting DBE Written Confirmation Document(s) showing the Bidder has obtained enough DBE participation to meet or exceed the DBE COA Goal, the DBE Bid Item Breakdown and the DBE Trucking Credit Form, if applicable. 2. By documentation that the Bidder made adequate GFE to meet the DBE COA Goal The Bidder may demonstrate a GFE in whole or part through GFE documentation ONLY IN THE EVENT a Bidder’s efforts to solicit sufficient DBE participation have been unsuccessful. The Bidder must supply GFE documentation in addition to the DBE Utilization Certification, supporting DBE Written Confirmation Document(s), the 212th Preservation – GR Bridge to Orillia/Almaroof SP - 30 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 DBE Bid Item Breakdown form and the DBE Trucking Credit Form, if applicable. Note: In the case where a Bidder is awarded the contract based on demonstrating adequate GFE, the advertised DBE COA Goal will not be reduced. The Bidder shall demonstrate a GFE during the life of the Contract to attain the advertised DBE COA Goal. GFE documentation, the DBE Bid Item Breakdown form, and the DBE Trucking Credit Form, if applicable, shall be submitted as specified in Section 1-02.9. The Contracting Agency will review the GFE documentation and will determine if the Bidder made an adequate good faith effort. Good Faith Effort (GFE) Documentation GFE is evaluated when: 1. Determining award of a Contract that has COA goal, 2. When a COA DBE is terminated and substitution is required, and 3. Prior to Physical Completion when determining whether the Contractor has satisfied its DBE commitments. 49 CFR Part 26, Appendix A is intended as general guidance and does not, in itself, demonstrate adequate good faith efforts. The following is a list of types of actions, which would be considered as part of the Bidder’s GFE to achieve DBE participation. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases. 1. Soliciting through all reasonable and available means (e.g. attendance at pre-bid meetings, advertising and/or written notices) the interest of all certified DBEs who have the capability to perform the Work of the Contract. The Bidder must solicit this interest within sufficient time to allow the DBEs to respond to the solicitation. The Bidder must determine with certainty if the DBEs are interested by taking appropriate steps to follow up initial solicitations. 2. Selecting portions of the Work to be performed by DBEs in order to increase the likelihood that the DBE COA Goal will be achieved. This includes, where appropriate, breaking out contract Work items into economically feasible units to facilitate DBE participation, even when the Bidder might otherwise prefer to perform these Work items with its own forces. 3. Providing interested DBEs with adequate information about the Plans, Specifications, and requirements of the Contract in a timely manner to assist them in responding to a solicitation. a. Negotiating in good faith with interested DBEs. It is the Bidder’s responsibility to make a portion of the Work available to DBE 212th Preservation – GR Bridge to Orillia/Almaroof SP - 31 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 subcontractors and suppliers and to select those portions of the Work or material needs consistent with the available DBE subcontractors and suppliers, so as to facilitate DBE participation. Evidence of such negotiation includes the names, addresses, and telephone numbers of DBEs that were considered; a description of the information provided regarding the Plans and Specifications for the Work selected for subcontracting; and evidence as to why additional agreements could not be reached for DBEs to perform the Work. b. A Bidder using good business judgment would consider a number of factors in negotiating with subcontractors, including DBE subcontractors, and would take a firm’s price and capabilities as well as the DBE COA Goal into consideration. However, the fact that there may be some additional costs involved in finding and using DBEs is not in itself sufficient reason for a Bidder’s failure to meet the DBE COA Goal, as long as such costs are reasonable. Also, the ability or desire of a Bidder to perform the Work of a Contract with its own organization does not relieve the Bidder of the responsibility to make Good Faith Efforts. Bidders are not, however, required to accept higher quotes from DBEs if the price difference is excessive or unreasonable. 4. Not rejecting DBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Bidder’s standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations (for example union vs. non-union employee status) are not legitimate causes for the rejection or non-solicitation of bids in the Bidder’s efforts to meet the DBE COA Goal. 5. Making efforts to assist interested DBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Bidder. 6. Making efforts to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. 7. Effectively using the services of available minority/women community organizations; minority/women contractors’ groups; local, State, and Federal minority/women business assistance offices; and other organizations as allowed on a case-by-case basis to provide assistance in the recruitment and placement of DBEs. 8. Documentation of GFE must include copies of each DBE and non-DBE subcontractor quotes submitted to the Bidder when a non-DBE subcontractor is selected over a DBE for Work on the Contract. (ref. updated DBE regulations – 26.53(b)(2)(vi) & App. A) Administrative Reconsideration of GFE Documentation A Bidder has the right to request reconsideration if the GFE documentation submitted with their Bid was determined to be inadequate. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 32 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 • The Bidder must request within 48 hours of notification of being nonresponsive or forfeit the right to reconsideration. • The reconsideration decision on the adequacy of the Bidder’s GFE documentation shall be made by an official who did not take part in the original determination. • Only original GFE documentation submitted as a supplement to the Bid shall be considered. The Bidder shall not introduce new documentation at the reconsideration hearing. • The Bidder shall have the opportunity to meet in person with the official for the purpose of setting forth the Bidder’s position as to why the GFE documentation demonstrates a sufficient effort. • The reconsideration official shall provide the Bidder with a written decision on reconsideration within five working days of the hearing explaining the basis for their finding. DBE Bid Item Breakdown The Bidder shall submit a DBE Bid Item Breakdown Form (WSDOT Form 272- 054) as specified in the Special Provisions for Section 1-02.9, Delivery of Proposal. DBE Trucking Credit Form The Bidder shall submit a DBE Trucking Credit Form (WSDOT Form 272-058), as specified in the Special Provisions for Section 1-02.9, Delivery of Proposal. Note: The DBE Trucking Credit Form is only required for a DBE Firm listed on the DBE Utilization Certification as a subcontractor for “Trucking” or “Hauling” and are performing a part of a bid item. For example, if the item of Work is Structure Excavation including Haul, and another firm is doing the excavation and the DBE Trucking firm is doing the haul, the form is required. For a DBE subcontractor that is responsible for an entire item of work that may require some use of trucks, the form is not required. Procedures between Award and Execution After Award and prior to Execution, the Contractor shall provide the additional information described below. Failure to comply shall result in the forfeiture of the Bidder’s Proposal bond or deposit. 1. A list of all firms who submitted a bid or quote in attempt to participate in this project whether they were successful or not. Include the business name and mailing address. Note: The firms identified by the Contractor may be contacted by the Contracting Agency to solicit general information as follows: age of the firm and average of its gross annual receipts over the past three years. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 33 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Procedures after Execution Commercially Useful Function (CUF) The Contractor may only take credit for the payments made for Work performed by a DBE that is determined to be performing a CUF. Payment must be commensurate with the work actually performed by the DBE. This applies to all DBEs performing Work on a project, whether or not the DBEs are COA, if the Contractor wants to receive credit for their participation. The Engineer will conduct CUF reviews to ascertain whether DBEs are performing a CUF. A DBE performs a CUF when it is carrying out its responsibilities of its contract by actually performing, managing, and supervising the Work involved. The DBE must be responsible for negotiating price; determining quality and quantity; ordering the material, installing (where applicable); and paying for the material itself. If a DBE does not perform “all” of these functions on a furnish-and-install contract, it has not performed a CUF and the cost of materials cannot be counted toward DBE COA Goal. Leasing of equipment from a leasing company is allowed. However, leasing/purchasing equipment from the Contractor is not allowed. Lease agreements shall be provided prior to the Subcontractor beginning Work. Any use of the Contractor’s equipment by a DBE may not be credited as countable participation. The DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, contract, or project through which the funds are passed in order to obtain the appearance of DBE participation. In order for a DBE traffic control company to be considered to be performing a CUF, the DBE must be in control of its work inclusive of supervision. The DBE shall employ a Traffic Control Supervisor who is directly involved in the management and supervision of the traffic control employees and services. The following are some of the factors that the Engineer will use in determining whether a DBE trucking company is performing a CUF: • The DBE shall be responsible for the management and supervision of the entire trucking operation for which it is responsible on the contract. The owner demonstrates business related knowledge, shows up on site and is determined to be actively running the business. • The DBE itself shall own and operate at least one fully licensed, insured, and operational truck used on the Contract. The drivers of the trucks owned and leased by the DBE must be exclusively employed by the DBE and reflected on the DBE’s payroll. • Lease agreements for trucks shall indicate that the DBE has exclusive use of and control over the truck(s). This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE absolute priority for use of the leased truck. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 34 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 • Leased trucks shall display the name and identification number of the DBE. UDBE/DBE/FSBE Truck Unit Listing Log In addition to the subcontracting requirements of Section 1-08.1, each DBE trucking firm shall submit supplemental information consisting of a completed Primary UDBE/DBE/FSBE Truck Unit Listing Log (WSDOT Form 350-077), copy of vehicle registrations, and all Rental/Lease agreements (if applicable). The supplemental information shall be submitted to the Engineer prior to any trucking services being performed for DBE credit. Incomplete or incorrect supplemental information will be returned for correction. The corrected Primary UDBE/DBE/FSBE Truck Unit Listing Log and any Updated Primary UDBE/DBE/FSBE Truck Unit Listing Logs shall be submitted and accepted by the Engineer no later than ten calendar days of utilizing applicable trucks. Failure to submit or update the DBE Truck Unit Listing Log may result in trucks not being credited as DBE participation. Each DBE trucking firm shall complete a Daily UDBE/DBE/FSBE Trucking Unit Listing Log for each day that the DBE performs trucking services for DBE credit. The Daily UDBE/DBE/FSBE Trucking Unit Listing Log forms shall be submitted to the Engineer by Friday of the week after the work was performed. Joint Checking A joint check is a check between a Subcontractor and the Contractor to the supplier of materials/supplies. The check is issued by the Contractor as payer to the Subcontractor and the material supplier jointly for items to be incorporated into the project. The DBE must release the check to the supplier, while the Contractor acts solely as the guarantor. A joint check agreement must be approved by the Engineer and requested by the DBE involved using the DBE Joint Check Request Form (form # 272-053) prior to its use. The form must accompany the DBE Joint Check Agreement between the parties involved, including the conditions of the arrangement and expected use of the joint checks. The approval to use joint checks and the use will be closely monitored by the Engineer. To receive DBE credit for performing a CUF with respect to obtaining materials and supplies, a DBE must “be responsible for negotiating price, determining quality and quantity, ordering the material, installing and paying for the material itself.” The Contractor shall submit DBE Joint Check Request Form tothe Engineer and be in receipt of written approval prior to using a joint check. Material costs paid by the Contractor directly to the material supplier are not allowed. If proper procedures are not followed or the Engineer determines that the arrangement results in lack of independence for the DBE involved, no DBE credit will be given for the DBE’s participation as it relates to the material cost. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 35 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Prompt Payment Prompt payment to all subcontractors shall be in accordance with Section 1-08.1. Prompt payment requirements apply to progress payments as well as return of retainage. Subcontracts Prior to a DBE performing Work on the Contract, an executed subcontract between the DBE and the Contractor shall be submitted to the Engineer. The executed subcontracts shall be submitted by email to the following email address NWRegionOEO@wsdot.wa.gov The prime contractor shall notify the Engineer in writing within five calendar days of subcontract submittal. Reporting The Contractor and all subcontractors/suppliers/service providers that utilize DBEs to perform work on the project, shall maintain appropriate records that will enable the Engineer to verify DBE participation throughout the life of the project. Refer to Section 1-08.1 for additional reporting requirements associated with this contract. Changes in COA Work Committed to DBE The Contractor shall utilize the COA DBEs to perform the work and supply the materials for which each is committed unless prior written approval by the Engineer is received by the Contractor. The Contractor shall not be entitled to any payment for work or material completed by the Contractor or subcontractors that was committed to be completed by the COA DBEs in the DBE Utilization Certification form. Owner Initiated Changes In instances where the Engineer makes changes that result in changes to Work that was committed to a COA DBE the Contractor may be directed to substitute for the Work. Contractor Initiated Changes The Contractor cannot change the scope or reduce the amount of work committed to a COA DBE without good cause. Reducing DBE Commitment is viewed as partial DBE termination, and therefore subject to the termination procedures below. Original Quantity Underruns In the event that Work committed to a DBE firm as part of the COA underruns the original planned quantities the Contractor may be required to substitute other remaining Work to another DBE. Contractor Proposed DBE Substitutions Requests to substitute a COA DBE must be for good cause (see DBE termination process below), and requires prior written approval of the 212th Preservation – GR Bridge to Orillia/Almaroof SP - 36 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Engineer. After receiving a termination with good cause approval, the Contractor may only replace a DBE with another certified DBE. When any changes between Contract Award and Execution result in a substitution of COA DBE, the substitute DBE shall have been certified prior to the bid opening on the Contract. DBE Termination Termination of a COA DBE (or an approved substitute DBE) is only allowed in whole or in part for good cause and with prior written approval of the Engineer. If the Contractor terminates a COA DBE without the prior written approval of the Engineer, the Contractor shall not be entitled to payment for work or material committed to, but not performed/supplied by the COA DBE. In addition, sanctions may apply as described elsewhere in this specification. Prior to requesting approval to terminate a COA DBE, the Contractor shall give notice in writing to the DBE with a copy to the Engineer of its intent to request to terminate DBE Work and the reasons for doing so. The DBE shall have five (5) days to respond to the Contractor’s notice. The DBE’s response shall either support the termination or advise the Engineer and the Contractor of the reasons it objects to the termination of its subcontract. If the request for termination is approved, the Contractor is required to substitute with another DBE to perform at least the same amount of work as the DBE that was terminated (or provide documentation of GFE). A plan to replace the COA DBE Commitment amount shall be submitted to the Engineer within 2 days of the approval of termination. The plan to replace the Commitment shall provide the same detail as that required in the DBE Utilization Certification. The Contractor must have good cause to terminate a COA DBE. Good cause typically includes situations where the DBE Subcontractor is unable or unwilling to perform the work of its subcontract. Good cause may exist if: • The DBE fails or refuses to execute a written contract. • The DBE fails or refuses to perform the Work of its subcontract in a way consistent with normal industry standards. • The DBE fails or refuses to meet the Contractor’s reasonable nondiscriminatory bond requirements. • The DBE becomes bankrupt, insolvent, or exhibits credit unworthiness. • The DBE is ineligible to work on public works projects because of suspension and debarment proceedings pursuant to federal law or applicable State law. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 37 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 • The DBE is ineligible to receive DBE credit for the type of work involved. • The DBE voluntarily withdraws from the project and provides written notice of its withdrawal. • The DBE’s work is deemed unsatisfactory by the Engineer and not in compliance with the Contract. • The DBE’s owner dies or becomes disabled with the result that the DBE is unable to complete its Work on the Contract. Good cause does not exist if: • The Contractor seeks to terminate a COA DBE so that the Contractor can self-perform the Work. • The Contractor seeks to terminate a COA DBE so the Contractor can substitute another DBE contractor or non-DBE contractor after Contract Award. • The failure or refusal of the COA DBE to perform its Work on the subcontract results from the bad faith or discriminatory action of the Contractor (e.g., the failure of the Contractor to make timely payments or the unnecessary placing of obstacles in the path of the DBE’s Work). Decertification When a DBE is “decertified” from the DBE program during the course of the Contract, the participation of that DBE shall continue to count as DBE participation as long as the subcontract with the DBE was executed prior to the decertification notice. The Contractor is obligated to substitute when a DBE does not have an executed subcontract agreement at the time of decertification. Consequences of Non-Compliance Breach of Contract Each contract with a Contractor (and each subcontract the Contractor signs with a Subcontractor) must include the following assurance clause: The Contractor, subrecipient, or Subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: (1) Withholding monthly progress payments; (2) Assessing sanctions; 212th Preservation – GR Bridge to Orillia/Almaroof SP - 38 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (3) Liquidated damages; and/or (4) Disqualifying the Contractor from future bidding as non- responsible. Notice If the Contractor or any Subcontractor, Consultant, Regular Dealer, or service provider is deemed to be in non-compliance, the Contractor will be informed in writing, by certified mail by the Engineer that sanctions will be imposed for failure to meet the DBE COA Commitment and/or submit documentation of good faith efforts. The notice will state the specific sanctions to be imposed which may include impacting a Contractor or other entity’s ability to participate in future contracts. Sanctions If it is determined that the Contractor’s failure to meet all or part of the DBE COA Commitment is due to the Contractor’s inadequate good faith efforts throughout the life of the Contract, including failure to submit timely, required Good Faith Efforts information and documentation, the Contractor may be required to pay DBE penalty equal to the amount of the unmet Commitment, in addition to the sanctions outlined in Section 1-07.11(5). Payment Compensation for all costs involved with complying with the conditions of this Specification and any other associated DBE requirements is included in payment for the associated Contract items of Work, except otherwise provided in the Specifications. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: (January 25, 2016 WSDOT GSP) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1, 2012 and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this Contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor insert the FHWA 1273 and amendments thereto in each Subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each Subcontract requiring the Subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier Subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower tier Subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 212th Preservation – GR Bridge to Orillia/Almaroof SP - 39 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1273, the amendments thereto, the applicable wage rates, and this Special Provision. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (******) 1-07.17(6) Site Inspection (Kent Special Provision) New Section The following list of contacts is provided only as a convenience to the Contractor. Lumen (CenturyLink) Jesse Patjens 425-429-5722 Jesse.Patjens@lumen.com Comcast Danny Cooley (253) 686-7592 (cell) Danny_Cooley@comcast.com Puget Sound Energy Gas Brandon Platz 425-495-4269 (cell) BrandonPlatz@PSE.com Puget Sound Energy Power Gary Bradley 253-234-6302 Gary.Bradley@pse.com Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) King County Wastewater (Metro Sewer) Mark Lampard 206-477-5414 King County Metro Transit David Korthals 206-477-5776 David.Korthals@kingcounty.gov Daniel Fremstad 206-477-1140 Construction.Coord@kingcounty.gov SECTION 1-07.18 IS DELETED AND REPLACED WITH THE FOLLOWIGN: (******) 1-07.18 Public Liability and Property Damage Insurance (Kent Special Provision) 1-07.18(1) Insurance Provider Requirements The Contractor shall obtain and keep in force the policies of insurance required by this Section and as supplemented by the Special Provisions. The policies shall be with companies or through sources approved by the State Insurance Commissioner pursuant to RCW 48.05. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 40 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1-07.18(2) Term of Insurance Coverage Unless otherwise indicated below, the policies shall be kept in force from the execution date of the Contract until the date of acceptance by the City of Kent, and shall be reinstituted when performing warranty work when such work takes place after the date of acceptance by the Secretary. 1-07.18(3) Initiating and Maintaining Coverage 1. Prior to Contract execution, the Contractor shall submit electronically to the email address, AAlmaroof@kentwa.gov, completed ACORD Form Certificates of Insurance evidencing the minimum insurance coverages required under the Standard Specifications and Special Provisions for the Project, or the actual policies. Insurance shall be effective on or before the date of Execution. 2. Within 21 days after execution, the Contractor shall provide the City with complete electronic copies of all insurance policies required under this Section and any Special Provisions. Policies shall be submitted electronically to AAlmaroof@kentwa.gov 3. Any time a policy expires or is cancelled and is renewed, the Contractor shall provide an electronic copy of the renewed policy to the City evidencing no break in coverage. Each ACORD Certificate of Insurance or policy shall bear the Contracting Agency Contract number, Project title and expiration date. 4. The Contractor shall provide written notice to the City of any policy cancellations within two business days of receipt of cancellation. Written notice shall be emailed to the City. 1-07.18(4) General Requirements for Insurance 1. The Contractor shall be named insured and the City of Kent, all officers and employees of the City, and their respective members, directors, officers, employees, agents, and consultants (collectively the “additional insureds”) shall be included as additional insureds for all policies and coverages specified in this section, with the exception of the OCP policy, under which the Contracting Agency is a named insured. Said insurance coverage shall be primary and noncontributory insurance with respect to the named insureds and the additional insureds. Any insurance or self-insurance beyond that specified in this Contract that is maintained by any named insured or additional insured shall be in excess of such insurance and shall not contribute with it. All insurance coverage required by this section shall be written and provided by “occurrence-based” policy forms rather than by “claims made” forms. 2. All endorsements adding additional insureds to required policies shall only be provided pursuant to form CG-20-10 (1985 edition) or a combination of the following: CG 2010 entitled “Additional Insured - Owners, Lessees or Contractors - Scheduled Person or Organization” and CG 2037 entitled “Additional Insured -Owners, Lessees or Contractors - Completed Operations”; or CG 2033 entitled “Additional Insured - Owners, Lessees or Contractors - Automatic Status When Required in Construction Agreement With You” and CG 2037 entitled “Additional Insured - Owners, Lessees or Contractors - Completed Operations”. No form shall contain limitations or exclusions with respect to “products/completed operations” or ongoing operations coverage. No additional 212th Preservation – GR Bridge to Orillia/Almaroof SP - 41 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 insured endorsement shall seek to limit coverage for the additional insureds for their own negligence with respect to liability arising out of project operations and/or solely to vicarious liability arising out of the ongoing or completed operations of the named insured, its Contractors, Subcontractors of any tier, consultants, agents or employees. The coverage, together with all coverage limits, required to be provided to the additional insureds shall be primary and non-contributory with respect to any other insurance maintained by, or obtained for the benefit of, the additional insured. Any insurance or self- insurance that is maintained by an additional insured, or their members, directors, officers, employees, agents, and consultants shall be in excess of, and shall not contribute with, the insurance required herein. 3. The coverage limits to be provided by the Contractor for itself and to the City and additional insureds pursuant to this section or any Special Provision, shall be on a “per project” aggregate basis with the minimum limits of liability as set forth herein for general liability claims. The coverage required under this section for products/completed operations claims shall remain in full force and effect for not less than 3 years following Substantial Completion of the project. If the Contractor maintains, at any time, coverage limits for itself in excess of limits set forth in this Section 1-07.18 or any Special Provision, then those additional coverage limits shall also apply to the Contracting Agency and the additional insured. This includes, but is not limited to, any coverage limits provided under any risk financing program of any description, whether such limits are primary, excess, contingent, or otherwise. 4. All insurance policies and coverages required under Sections 1-07.18 and 1- 07.10 shall contain a waiver of subrogation against the City and any additional insureds, and their respective departments, agencies, boards, and commissions, and their respective officers, officials, agents, and employees for losses arising from Work performed by or on behalf of the Contractor. This waiver has been mutually negotiated by the parties. 5. Where applicable, the Contractor shall cause each Subcontractor to provide insurance that complies with all applicable requirements of the Contractor- provided insurance as set forth herein, in circumstances where the Subcontractor is not covered by the Contractor-provided insurance. The Contractor shall have sole responsibility for determining the limits of coverage required, if any, to be obtained by Subcontractors, which determination shall be made in accordance with reasonable and prudent business practices. In the event that a Subcontractor is required to add the Contractor as an additional insured pursuant to its contract for Work at the project, then the Contractor shall also cause each Subcontractor to include the Contracting Agency and the additional insureds, as additional insureds as well, for primary and noncontributory limits of liability under each Subcontractor’s Commercial General Liability, Commercial Automobile Liability, and any other coverages that may be required pursuant to a “Special Provision”. 6. Unless specifically noted otherwise in the Contract, the parties to this Contract do not intend by any of the provisions of this Contract to cause the public or any member thereof or any other person to be a third-party beneficiary of the Contract. Nothing in this Contract authorizes anyone not a party to this Contract or a designated third-party beneficiary to this Contract to maintain a suit for personal injuries or property damage pursuant to the terms or 212th Preservation – GR Bridge to Orillia/Almaroof SP - 42 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 provisions of this Contract. It is the further intent of the Contracting Agency and the Contractor in executing the Form of Contract that no individual, firm, corporation, or any combination thereof that supplies materials, labor, services, or equipment to the Contractor for the performance of the Work shall become thereby a third-party beneficiary of this Contract. The Contract shall not be construed to create a contractual relationship of any kind between the Contracting Agency and a Subcontractor or any other person except the Contractor. 7. With the exception of the Commercial Automobile liability coverage, no policies of insurance required under this section shall contain an arbitration or alternative dispute resolution clause applicable to disputes between the insurer and its insureds. Any and all disputes concerning (i) terms and scope of insurance coverage afforded by the policies required hereunder and/or (ii) extra contractual remedies and relief, which may be afforded policy holders in connection with coverage disputes, shall be resolved in Washington State Superior Court, applying Washington law. 8. Failure on the part of the Contractor to maintain the insurance as required, or failure to provide certification and copies of the insurance prior to the time specified shall constitute a material breach of Contract upon which the Contracting Agency may, at its sole discretion: a. immediately suspend all Work, except that required for maintaining public safety, as provided in item 2 of Section 1-08.6 until the required insurance is in place, at no expense to the Contracting Agency, or b. procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency, or. c. implement other remedies as provided in the Contract for Contractor breach of Contract. All costs for insurance, including any payments of deductible amounts, shall be considered incidental to and included in the unit Contract prices and no additional payment will be made. 1-07.18(5) Required Insurance Policies 1. Owners and Contractors Protective (OCP) Insurance providing bodily injury and property damage liability coverage, with limits of $5,000,000 per occurrence and per project in the aggregate for each policy period, which shall be written solely on Insurance Services Office (ISO) form CG0009 1204, together with Washington State Department of Transportation amendatory endorsement CG 2908 1195, specifying the City of Kent, and all officers and employees of the City as named insured. No other forms or exclusions shall be accepted, added or amended to this policy. This policy shall be kept in force from the execution date of the Contract until the Physical Completion Date. OCP Insurance shall not be subject to a deductible or contain provisions for a deductible, nor shall it provide for any language rendering it excess over any other coverage available 212th Preservation – GR Bridge to Orillia/Almaroof SP - 43 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 to a named insured for the claims alleged. 2. Commercial General Liability (CGL) Insurance written under ISO Form CG0001, with minimum limits of $5,000,000 per occurrence and in the aggregate for each 1-year policy period. This coverage must be on a primary and non- contributory basis only. Products and completed operations coverage shall be provided for a period of 3 years following Substantial Completion of the Work. At the discretion of the Contractor, the CGL may contain provisions for a deductible. If a deductible applies to any claim under this policy, then payment of that deductible will be the responsibility of the Contractor, notwithstanding any claim of liability against the City. However, in no event shall any provision for a deductible provide for a deductible in excess of $50,000.00. 3. Commercial Automobile Liability Insurance providing bodily injury and property damage liability coverage for all owned and non-owned vehicles assigned to or used in the performance of the Work, with a combined single limit of not less than $2,000,000 per occurrence. This coverage may be any combination of primary, umbrella, or excess liability coverage affording total liability limits of not less than $2,000,000 per occurrence, with the City named as an additional insured or designated insured in connection with the Contractor’s performance of the Contract. If pollutants are to be transported, MCS 90 and CA 99 48 endorsements are required on the Commercial Automobile Liability insurance policy unless in-transit pollution risk is covered under a Pollution Liability insurance policy. At the discretion of the Contractor the Commercial Automobile Liability policy may contain provisions for a deductible. If a deductible applies to any claim under this policy, then payment of that deductible will be the responsibility of the Contractor, notwithstanding any claim of liability against the City. However, in no event shall any provision for a deductible provide for a deductible in excess of $50,000.00. SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 1.07.23(1) Construction Under Traffic (Kent Special Provision) 1.During daytime work (7:00 a.m. – 5:00 p.m.), at least one lane shall stay open for traffic in each direction of travel. 2.During nighttime work (8:00 p.m. – 5:00 a.m.), detour the westbound traffic to S 200th Street, and maintain the eastbound traffic through S 212 Street. 3. Night work between Green River Bridge and Riverview BLVD S shall be done between (5 p.m. – 11 p.m.). The contractor shall provide advance notification to the residents on both sides of the street for the night working hours and dates. The contractor shall complete all night work between Green River Bridge and Riverview BLVD S within two weeks. 4. Access shall be maintained for all driveways all time during construction. 5. 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. 6. The contractor shall coordinate with the City of Tukwila inspector for the detour hours and the traffic control devices within Tukwila limits. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 44 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 7. The Contractor shall not have the sidewalks on both sides of the street under construction at the same time. Sidewalk and curb ramp construction shall be staged to provide pedestrian access on one side of the street at all times. 8. The Contractor shall notify the Engineer, in writing, a minimum of 3 working days prior to any lane closures. Sidewalk, Curb Ramps, curb and gutter work, pavement repairs, signal, and channelization work: Work allowed at the following days and times: Day of Week Time Monday 7:00 a.m. to 5:00 p.m. Tuesday 7:00 a.m. to 5:00 p.m. Wednesday 7:00 a.m. to 5:00 p.m. Thursday 7:00 a.m. to 5:00 p.m. Friday 7:00 a.m. to 5:00 p.m. Planing and Paving work: Work allowed at the following days and times: Day of Week Time Monday 8:00 p.m. to 5:00 a.m. Tuesday 8:00 p.m. to 5:00 a.m. Wednesday 8:00 p.m. to 5:00 a.m. Thursday 8:00 p.m. to 5:00 a.m. Friday 8:00 p.m. to 5:00 a.m. Planing and paving work between Green River Bridge and Riverview BLVD S shall be conducted between (5 p.m. – 11 p.m.). The contractor shall provide advance notification to the residents on both sides of the street for the night working hours and dates. The contractor shall complete all night work between Green River Bridge and Riverview BLVD S within two weeks. If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 1-07.24 Rights of Way (Kent Special Provision) Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 45 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. 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 establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable 1-08.1 Subcontracting (December 19, 2019 APWA GSP, Option A) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420- 004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1.Request to Sublet Work (WSDOT Form 421-012), and 2.Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects (WSDOT Form 420-004). 212th Preservation – GR Bridge to Orillia/Almaroof SP - 46 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 The Contractor shall submit to the Engineer a completed Monthly Retainage Report (WSDOT Form 272-065) within 15 calendar days after receipt of every monthly progress payment until every Subcontractor and lower tier Subcontractor’s retainage has been released. The ninth paragraph, beginning with “On all projects, …” is revised to read: The Contractor shall certify to the actual amount received from the Contracting Agency and amounts paid to all firms that were used as Subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the Contract. This includes all Disadvantaged, Minority, Small, Veteran or Women’s Business Enterprise firms. This Certification shall be submitted to the Engineer on a monthly basis each month between Execution of the Contract and Physical Completion of the Contract using the application available at: https://wsdot.diversitycompliance.com. A monthly report shall be submitted for every month between Execution of the Contract and Physical Completion regardless of whether payments were made or work occurred. 1-08.3(2)B Type B Progress Schedule (March 13, 2012 APWA GSP) Revise the first paragraph to read: The Contractor shall submit a preliminary Type B Progress Schedule at or prior to the preconstruction conference. The preliminary Type B Progress Schedule shall comply with all of these requirements and the requirements of Section 1-08.3(1), except that it may be limited to only those activities occurring within the first 60- working days of the project. Revise the first sentence of the second paragraph to read: The Contractor shall submit 5 copies of a Type B Progress Schedule depicting the entire project no later than 21-calendar days after the preconstruction conference. 1-08.4 Prosecution of Work Delete this section and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work (July 23, 2015 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with 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 days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary 212th Preservation – GR Bridge to Orillia/Almaroof SP - 47 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1-08.5 Time for Completion (January 19, 2022 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable The statement will be identified as a Written Determination by the Engineer. If the Contractor does not agree with the Written Determination of working days, the Contractor shall pursue the protest procedures in accordance with Section 1-04.5. By failing to follow the procedures of Section 1-04.5, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4- 10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor’s obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (per Section 1-07.9(5)). 212th Preservation – GR Bridge to Orillia/Almaroof SP - 48 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 b. Material Acceptance Certification Documents c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all Subcontractors f. A copy of the Notice of Termination sent to the Washington State Department of Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This requirement will not apply if the Construction Stormwater General Permit is transferred back to the Contracting Agency in accordance with Section 8-01.3(16). g. Property owner releases per Section 1-07.24 SECTION 1-08.9 IS SUPPLIMENTED WITH THE FOLLOWING: 1-08.9 Liquidated Damages (September 8, 2020 WSDOT GSP) Liquidated damages in the amount of $5,000 per working day will be assessed for failure to physically complete the Contract within the physical completion time specified. (******) 1-09 MEASUREMENT AND PAYMENT 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.9(1) Retainage (June 27, 2011) Section 1-09.9(1) content and title is deleted and replaced with the following: Vacant 1-09.11 Disputes and Claims 212th Preservation – GR Bridge to Orillia/Almaroof SP - 49 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 1-09.11(3) Time Limitation and Jurisdiction (November 30, 2018 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. The parties understand and agree that the Co ntractor’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 which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management 1-10.2(1) General Section 1-10.2(1) is supplemented with the following: (January 10, 2022) The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 7 (360) 297-3035 https://www.nwlett.edu Evergreen Safety Council 12545 135th 11 Ave. NE Kirkland, WA 98034-8709 1-800-521-0778 https://www.esc.org The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 https://altssa.com/training 212th Preservation – GR Bridge to Orillia/Almaroof SP - 50 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Integrity Safety 13912 NE 20th Ave. Vancouver, WA 98686 (360) 574-6071 https://www.integritysafety.com US Safety Alliance (904) 705-5660 https://www.ussafetyalliance.com K&D Services Inc. 2719 Rockefeller Ave. Everett, WA 98201 (800) 343-4049 https://www.kndservices.net 1-10.3(1)B Other Traffic Control Labor (August 21, 2020, Kent GSP) Section 1-10.3(1)B is supplemented with the following: Uniformed Police Officer Definitions: Uniformed Police Officer as used in this specification is a “General Authority Washington Peace Officer” as defined by RCW 10.93.020 (3), or a “Specially Commissioned Washington Peace Officer” as defined by RCW 10.93.020(5). Law Enforcement Agency as used in this specification is a “General Authority Washington Law Enforcement Agency” as defined by RCW 10.93.020 (1). The Contractor shall arrange for off-duty Uniformed Police Officers to be present for the following activities: 1. Countermanding a traffic signal indication at a signalized intersection. 2. Directing vehicle and pedestrian traffic when a traffic signal indication is turned off or is inoperative. 3. Where the Engineer deems it necessary for safety, including work during hours of darkness. It shall be the Contractor’s responsibility to secure the off duty Uniformed Police Officer services required by the contract, including the costs to arrange for and supervise the service. The following contact information for potential service providers is supplied for the Contractor’s convenience: City of Kent Police Contact: Sgt. Matt Stansfield Phone: (253)856-5809 212th Preservation – GR Bridge to Orillia/Almaroof SP - 51 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Washington State Patrol Contact: Nancy King 811 Roanoke Street Seattle WA 98102 Phone: (206) 720-3021 Email: Nancy.king@wsp.wa.gov The services provided under the bid item “Uniformed Police Officer” shall be considered a subcontract with the attendant requirements and responsibilities. The Contractor must obtain prior approval for use of off-duty Uniformed Police Officers through their Approved Traffic Control Plan and approved amendments to the Plan. The off-duty Uniformed Police Officer shall be in addition to all other personnel required for flagging according to the approved traffic control plan. A Uniformed Police Officer shall be provided in the event of accidental power outages or disruption of a signalized intersection as a result of Contractor’s Work and remain in place until the intersection becomes satisfactorily operational as determined by City of Kent Traffic Engineer or his/her representative. 1-10.4(2) Item Bids With Lump Sum for Incidentals (August 21, 2020, Kent GSP) Section 1-10.4(2) is supplemented with the following: “Uniformed Police Officer” will be measured by the hour. Hours will be measured for each fully equipped Uniformed Police Officer, including vehicle, if required, directing or monitoring traffic, as shown on an approved Traffic Control Plan or as directed by the Engineer and in accordance with Section 1-10.3(1)B of these Special provisions. 1-10.5(2) Item Bids with Lump Sum for Incidentals (August 21, 2020, Kent GSP) Section 1-10.5(2) is supplemented with the following: “Uniformed Police Officer”, per hour The unit contract price for “Uniformed Police Officer”, per hour for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the Contract Work defined in Section 1-10.3(1)B of these Special Provisions, including all costs for arrangement for and supervision of uniformed law enforcement personnel and vehicles to participate in the Contractor’s traffic control activities. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 52 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 DIVISION 2 – EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 2-02.1 Description (Kent Special Provision) 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 (Kent Special Provision) 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 (Kent Special Provision) In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 53 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 (Kent Special Provision) New Section 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 (Kent Special Provision) 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 54 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 8 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 8 inches = quantity For example, if the Contractor encounters pavement to be removed which is 10 inches thick and 100 square yards then the quantity would be: 10 100’ SY 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. Note, curb and gutter adjacent to driveway may contain rebar and shall be removed and included in the cost of this bid item. The unit contract price per lineal foot for “Remove Cement Concrete Traffic Curb” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove, haul, and dispose of the cement concrete traffic curb as shown on the plans and described in the specifications. The unit price contract price per lineal foot for “Saw Cut Existing Asphalt Concrete Pavement” constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 8 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 8 inches, it shall be paid according to the following formula: actual depth in inches (square yards) x 8 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 10 inches thick and 100 linear feet then the quantity would be: 10 100’ x 8 = 125 S.Y. 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 55 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 bid items and no payment will be allowed under this item unless the pavement is actually saw cut. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 2-03.3(7)C Contractor-Provided Disposal Site (Kent Special Provision) 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 (Kent Special Provision) 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 (Kent Special Provision) 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 56 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 (Kent Special Provision) 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 57 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 DIVISION 4 – BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 4-04.3(2) Subgrade (Kent Special Provision) 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 (Kent Special Provision) 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 (Kent Special Provision) 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 (Kent Special Provision) “Crushed Surfacing Top Course, 5/8 Inch Minus” “Crushed Surfacing Base Course, 1-1/4 Inch Minus” 212th Preservation – GR Bridge to Orillia/Almaroof SP - 58 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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. This bid item also includes proof rolling at the locations shown on the plans or as directed by the Engineer. 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 59 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 (Kent Special Provision) 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 IN IT’S ENTIRETY AND REPLACED WIH THE FOLLOWING: 5-04.1 Description (March 5, 2018 APWA GSP) This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown inthePlans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may berequired, mixed in the proportions specified to provide a homogeneous, stable, andworkablemixture. 5-04.2 Materials (March 5, 2018 APWA GSP) Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 212th Preservation – GR Bridge to Orillia/Almaroof SP - 60 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 Sand 9-03.1(2). (As noted in 5-04.3(5)C for crack sealing) 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 (March 5, 2018 APWA GSP) If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), comply with each of the following: 212th Preservation – GR Bridge to Orillia/Almaroof SP - 61 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Develop the mix design in accordance with WSDOT SOP 732. Develop a mix design that complies with Sections 9-03.8(2) and 9- 03.8(6). Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042. Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal. Include with the mix design submittal a certification from the asphalt binder supplier that the anti-stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency’s basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis for Acceptance of HMA Mixture [see Section 5-04.3(9)] Basis for Contracting Agency Approval of Mix Design for Placement on QPL Contracting Agency Materials Testing for Evaluation of the Mix Design Statistical Evaluation WSDOT Standard Practice QC-8 The Contracting Agency will test the mix design materials for compliance with Sections 9-03.8(2) and 9-03.8(6). Visual Evaluation Review of Form 350-042 for compliance with Sections 9-03.8(2) and 9-03.8(6) The Contracting Agency may elect to test the mix design materials, or evaluate in accordance with WSDOT Standard Practice QC-8, at its sole discretion. If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months. The Contracting Agency may extend the 12 month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (JMF) gradation, 212th Preservation – GR Bridge to Orillia/Almaroof SP - 62 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 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 (March 5, 2018 APWA GSP) 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 & 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). 212th Preservation – GR Bridge to Orillia/Almaroof SP - 63 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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) appropriate for the required use. 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 (March 5, 2018 APWA GSP) Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving Compacted Thickness (Feet) Wearing Course Other Courses Less than 0.10 55 F 45 F 0.10 to .20 45 F 35 F More than 0.20 35 F 35 F 212th Preservation – GR Bridge to Orillia/Almaroof SP - 64 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 5-04.3(2) Paving Under Traffic (March 5, 2018 APWA GSP) When the Roadway being paved is open to traffic, the requirements of this Section shallapply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment (March 5, 2018 APWA GSP) 5-04.3(3)A Mixing Plant Plants used for the preparation of HMA shall conform to the following requirements: 1.Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2.Thermometric Equipment – An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. Thisdevice shall be in full view of the plant operator. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 65 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 3.Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers HMA pavers shall be self-contained, power-propelled units, provided with aninternally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown inthePlans. 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 66 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer’s recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the TraveledWay. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross- section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval, unless otherwise required by the contract. Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 212th Preservation – GR Bridge to Orillia/Almaroof SP - 67 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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. (******) This project requires the use of MTD/V when placing wearing course of the pavement section used in traffic lanes of S. 212th St and Orillia Rd S. However, an MTD/V is not required for pavement repair below the 2” grind. 5-04.3(3)E Rollers Rollers shall be of the steel wheel, vibratory, oscilatory, 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 (March 5, 2018 APWA GSP) When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment 212th Preservation – GR Bridge to Orillia/Almaroof SP - 68 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 asphaltmanufacturer. 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were 212th Preservation – GR Bridge to Orillia/Almaroof SP - 69 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1- 06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width – fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer’s recommendations. Furnish a Type 1 Working Drawing of the manufacturer’s product information and recommendations to the Engineer prior to the start of work, including the manufacturer’s recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor’s method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: a. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. b.Cracks greater than 1 inch in width – fill with sand slurry. 5-04.3(4)B Vacant 5-04.3(4)C Pavement Repair The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor’s operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved 212th Preservation – GR Bridge to Orillia/Almaroof SP - 70 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 (March 5, 2018 APWA GSP) 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 (March 5, 2018 APWA GSP) After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with 212th Preservation – GR Bridge to Orillia/Almaroof SP - 71 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the workingshift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing (Kent Special Provision) The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1” wearing course/final lift 0.17 feet other courses 0.35 feet HMA Class ¾” and HMA Class ½” wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class ” 0.17 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 72 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA (March 5, 2018 APWA GSP) 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 (March 5, 2018 APWA GSP) Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1.Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 73 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Aggregate Percent Passing Non- Statistical Evaluation Commercial Evaluation 1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9- 03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 2.Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a.Aggregates –2 percent for the aggregate passing the 1½, 1 , ¾, ½, , and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b.Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant 5-04.3(9)B Vacant 5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 74 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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. 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: 212th Preservation – GR Bridge to Orillia/Almaroof SP - 75 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Table of Price Adjustment Factors Constituent Factor “f” All aggregate passing: 1½, 1 , ¾, ½, and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, itsindividual pay factor will be considered 1.00 in calculating the Composite PayFactor(CPF). 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 76 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 5-04.3 (9)D Mixture Acceptance – Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, itsindividual pay factor will be considered 1.00 in calculating the Composite PayFactor(CPF). 5-04.3(10) HMA Compaction Acceptance (March 5, 2018 APWA GSP) HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 77 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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. 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 78 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor’s option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction – Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer’s discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant 5-04.3(10)D HMA Nonstatistical Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 79 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot intons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work (March 5, 2018 APWA GSP) 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 80 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection - A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection - An Entire Sublot An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints (March 5, 2018 APWA GSP) 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 81 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 5-04.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than ½ of the compacted lift thickness and then 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 WSDOT Standard Plan A 40-20-04. 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: 1. Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 82 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 5-04.3(13) Surface Smoothness (March 5, 2018 APWA GSP) The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than inch from the lower edge of a 10- foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than ¼ inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from ahigh place in the HMA, the pavement surface shall be corrected by one of the followingmethods: 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become dueto the Contractor the sum of $500.00 for each and every section of single traffic lane100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5-04.3(14)B3).Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement (March 5, 2018 APWA GSP) 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. Locations of existing surfacing to be planed are as shown in the Drawings. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 83 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor’s planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. (******) 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. 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 84 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 The Contractor is solely responsible for any damage to equipment resulting from the Contractor’s failure to conduct a pre-planing metal detection survey, or from the Contractor’s failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving And Planing Under Traffic 5-04.3(14)B1 General In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 85 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 are coordinated, as they will be discussed at the pre-planing briefing and pre- paving briefing. When requested by the Engineer, the Contractor must provide each operation’s traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic control as it relates to the specific requirements of that day’s planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day’s planing, and paving. 2.A copy of each intersection’s traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day’s work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordinations to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10.Tonnage of HMA to be placed each day. 11.Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-Paving And Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing 212th Preservation – GR Bridge to Orillia/Almaroof SP - 86 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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. 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 87 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 (March 5, 2018 APWA GSP) 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 (March 5, 2018 APWA GSP) HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance withSection5- 04. (******) 5-04.4 Measurement (Kent Special Provision) HMA Cl.1/2” PG 58V-22 will be measured by the ton in accordance with Section 1- 09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component ofthe mixture. If the Contractor elects to remove and replace mix as allowed by Section5-04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile. Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for prime coat will be measured by the ton in accordance with Section1- 09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 88 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. Planing Bituminous Pavement, 2 Inch Thick shall include all the entire overlay area. Additional Planing Bituminous Pavement, 2 Inch Thick shall include all areas where the engineer identified the need for an additional two inches of grind and inlay (resulting in a total planing depth of four inches). (******) 5-04.5 Payment (Kent Special Provision) Payment will be made for each of the following Bid items that are included in the Proposal: “HMA Class 1/2”, PG 58V-22” “HMA Class 1/2” for Full Width Overlay, PG 58V-22” The unit Contract price per ton for the above items shall be full compensation for all costs, including anti-stripping additive, incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in this 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 water shall be included in this bid item. “HMA Class 1/2” for Full Width Overlay, PG 58V-22” shall be used to pay for the two inches (0.17 feet) of wearing course/final lift of the overlay, all other HMA shall be paid for under “HMA Class 1/2”, PG 58V-22”. 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, supplies 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. “Planing Bituminous Pavement, 2 Inch Thick” “Additional Planing Bituminous Pavement, 2 Inch Thick” The unit contract price per square yard for the above items shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). This includes but is not limited to complete compensation for all materials, tools, equipment and labor necessary or incidental to plane/grind the thickness specified on the plans, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. The areas of planing shown on the plans may be modified by the Engineer based on the condition of the existing pavement. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 89 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (January 2, 2018) Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: “HMA Cl. ___ PG ___” “HMA for Approach Cl. ___ PG ___” “HMA for Preleveling Cl. ___ PG ___” “HMA for Pavement Repair Cl. ___ PG ___” “Commercial HMA” The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: http://www.wsdot.wa.gov/Business/Construction/EscalationClauses.htm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website with an effective date immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. If the reference 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 90 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 91 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 DIVISION 7 – DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........................ 9-05.7(2) PVC Pipe 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) .............................. 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 212th Preservation – GR Bridge to Orillia/Almaroof SP - 92 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (******) 7-04.5 Payment The unit contract price per lineal foot for “Storm Sewer Pipe, 6 Inch Diameter Ductile Iron Cl 50” shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-05.3 Construction Requirements (Kent Special Provision) 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. Manhole frame and covers shall be cast gray or ductile iron and shall comply with WSDOT Standard Plan B-30.70 (bolt-down/ watertight type). New lids shall read “SEWER” for sanitary sewer or “STORM” for storm sewer drain. ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15 Alternative (1), and shall be non-skid as described in KSP 8-20.3(6). 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 93 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-05.3(1) Adjusting Manholes and Catch Basins to Grade (Kent Special Provision) All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementitious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 94 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-05.5 Payment (Kent Special Provision) The unit contract price per each for “Adjust Existing Manhole Cover to Finished Grade” constitutes complete compensation for 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 is not limited to: excavating, dewatering, installing, connecting new or existing pipes, backfilling, compacting, surfacing, restoration, regrouting as determined by the Engineer and referencing for future locates prior to final overlay. Adjusting the grade by adding or removing risers, grade rings or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for “Replace Existing Manhole Frame and Cover and Adjust to Finished Grade” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to replace the existing manhole frame and lid, adjusting to the planed grade, and adjusting to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavating; dewatering; backfilling; compacting; surface restoration; removing and disposing the existing manhole frame and cover, and providing and installing the new manhole frame and cover. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. Reference WSDOT Standard Plan B-30.70-04. The unit contract price per each for “Replace Existing Rectangular Frame and Cover with Round Frame and Cover” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to replace the existing rectangular frame and cover/grate with a round frame and solid cover per WSDOT Standard Plan B-30.70-04. The unit price bid shall include but not be limited to excavating; dewatering; backfilling; compacting; surface restoration; removing and disposing of the existing manhole frame and lid, providing and installing the new square to round converter, providing and installing the new manhole frame and cover, adjusting to the planed grade, and adjusting to final finished grade. 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 95 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 finished elevation shall be considered incidental. Any frames, grates, or risers that are removed shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. The unit contract price per each for “Bolt Down Catch Basin Frame and Grate” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for “Adjust Utility Vault to Finished Grade” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to raise and adjust the existing vault lid to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to adjusting the vault to grade by adding grade risers, or sections as required. This work also includes but is not limited to: excavating, dewatering, surfacing, restoration, regrouting, remove and reinstall the existing vault lid to the finished grade. Any adjustments made prior to the final finished elevation shall be considered incidental. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: (******) 7-12.2 Materials (Kent Special Provision) The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Valve Boxes .................................................. 9-30.3(4) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 7-12.3 Construction Requirements (Kent Special Provision) All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: (******) 212th Preservation – GR Bridge to Orillia/Almaroof SP - 96 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 7-12.3(2) Replace Existing Valve Box Top Section and Lid (Kent Special Provision) New Section See Section 9-30.3(4) of the Kent Special Provisions for material specifications. Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. (******) 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 7-12.5 Payment (Kent Special Provision) Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit price bid per each for “Replace Existing Valve Box Top Section and Lid, and Adjust to Finished Grade” constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid, 212th Preservation – GR Bridge to Orillia/Almaroof SP - 97 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 adjust the existing top to the planed grade, and adjust the new top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 98 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 (Kent Special Provision) 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. The TESCP measures shown on the plans and described in the specifications shall only apply to work within the project limits and does not apply to the Contractor’s staging area. The Contractor shall be responsible for providing TESCP at any staging area(s). All TESCP used at the staging area(s) shall be incidental to the project. The Contractor shall be responsible for any fine(s) imposed by Ecology or any other regulatory agency for any violation at their staging are(s). The Contractor shall also be responsible for any cost of cleanup, delays, and down time to correct any deficiencies at the staging area(s). No construction related activity shall contribute to the degradation of the environment, allow material to enter surface or ground waters, or allow particulate emissions to the atmosphere, which exceed state or federal standards. Any actions that potentially allow a discharge to the state waters must have prior approval of the Washington State Department of Ecology. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-01.2 Materials (Kent Special Provision) Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ................................................... 9-14.3 Fertilizer .............................................. 9-14.4 Mulch and Amendments ......................... 9-14.5 Tackifier .............................................. 9-14.5(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 212th Preservation – GR Bridge to Orillia/Almaroof SP - 99 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 8-01.3(1) General (Kent Special Provision) Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The Contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other 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 (Kent Special Provision) 212th Preservation – GR Bridge to Orillia/Almaroof SP - 100 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 (Kent Special Provision) New Section All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants in waters prohibited 3. City of Kent 2017 Surface Water Design Manual 4.Construction Stormwater General Permit – WA Department of Ecology (******) 8-01.3(1)G Water Quality Monitoring (Kent Special Provision) New Section Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-01.3(2)E Tackifiers 212th Preservation – GR Bridge to Orillia/Almaroof SP - 101 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (Kent Special Provision) Unless specified otherwise, wood cellulose fiber mulch per Section 9-14(5)10 of the Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be organic tackifier as specified in Section 9-14.5(7)A of the WSDOT Standard Specifications. When specified, tackifiers shall be applied in accordance with the manufacturer's recommendations. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-01.3(9)D Inlet Protection (Kent Special Provision) 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 (Kent Special Provision) Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-01.5(2) Item Bids (Kent Special Provision) The unit contract price per square yard for “Seeding, Fertilizing, and Mulching” shall be full pay for all labor, materials tools and equipment necessary to complete 212th Preservation – GR Bridge to Orillia/Almaroof SP - 102 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1. All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit contract price per each for “Inlet Protection” shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit contract price per hour for “ESC Lead” shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.1 Description (Kent Special Provision) 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: 212th Preservation – GR Bridge to Orillia/Almaroof SP - 103 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (******) 8-02.1(1) Submittals (Kent Special Provision) New Section 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 (Kent Special Provision) Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C ............................... 9-14.2(1), (2), (3) Seed ....................................................................... 9-14.3 Fertilizer .................................................................... 9-14.4 Mulch and Amendments ............................................... 9-14.5 Wood Cellulose Fiber ................................................... 9-14.5(10) Erosion Control Devices ............................................... 9-14.6 Plant Materials ........................................................... 9-14.7 Street Trees ............................................................... 9-14.7(1)A Stakes, Guys and Wrapping ......................................... 9-14.8 Tree Ties ................................................................... 9-14.8(1) Water for Plants ......................................................... 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in “Hortus Third” or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(1) Responsibility During Construction (Kent Special Provision) 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 104 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(3) Weed and Pest Control (Kent Special Provision) During the maintenance period, all weeds are to be removed by hand. 8-02.3(9) Seeding, Fertilizing and Mulching SECTION 8-02.3(9)A IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: (******) 8-02.3(9)A Dates for Application of Seed (Kent Special Provision) Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-02.3(9)B Seeding and Fertilizing (Kent Special Provision) 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 105 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 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 9-14.3 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the 212th Preservation – GR Bridge to Orillia/Almaroof SP - 106 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 9-14.5. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.4 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 lbs/acre of “Mix A” unless otherwise directed by Engineer. Fertilizer 400 lbs/acre Wood Fiber 2,000 lbs/ acre Tackifier 80 lbs/acre SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(9)D Inspection (Kent Special Provision) Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(9)E Protection and Care of Seeded Areas 212th Preservation – GR Bridge to Orillia/Almaroof SP - 107 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (Kent Special Provision) Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-02.3(11)A IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-02.3(11)A Mulch for Seeding Areas (Kent Special Provision) Wood cellulose fiber mulch conforming to Section 9-14.5(10) of the Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.5 shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01.3(9)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-02.3(11)B IS REVISED AS FOLLOWS: 8-02.3(11)B Bark or Woodchip Mulch Revise all references in this section from bark or wood chip mulch to “wood chip mulch.” Add “A sample of the wood chip mulch shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application.” SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 212th Preservation – GR Bridge to Orillia/Almaroof SP - 108 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (******) 8-02.3(13) Plant Establishment (Kent Special Provision) The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-02.3(14) Plant Replacement (Kent Special Provision) The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 8-02.3(17) Plant and Site Protection During Entire Construction Period (Kent Special Provision) New Section The Contractor shall: 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 212th Preservation – GR Bridge to Orillia/Almaroof SP - 109 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 8-02.5 Payment (Kent Special Provision) The unit contract price per cubic yard for “Topsoil Type A” constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. 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 (Kent Special Provision) If the curb and gutter flow line is found to deviate from the existing flow line by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. Precast Concrete Sloped Mountable Curb shall be installed at the locations indicated on the plans or where directed by the Engineer, reference WSDOT Standard Plan F-10.64-03. SECTION 8-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-04.3(3) Painting of Curbs Concrete curbing shall be painted with two full coats of appropriate color paint (Yellow, or White) 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 110 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 The measurement for “Painting Traffic 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 (Kent Special Provision) “Cement Concrete Curb and Gutter” “Precast Dual Faced Sloped Mountable Curb – 12 Inch Wide” “Pedestrian Curb” The unit contract price per linear foot for the above items shall be complete compensation for all materials, labor, tools, supplies and equipment required to furnish and install the curbs in accordance with the plans, specifications and as directed by the Engineer. The unit contract price per linear foot for “Painting Traffic Curb” shall be considered complete compensation for all materials, labor, tools, and equipment required to paint the cement concrete curb in accordance with the plans, specifications and as directed by the engineer. This bid item includes removing the peeled paint from the existing curbs and cleaning the curbs before painting to the point of satisfaction of engineer. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-09.1 Description (Kent Special Provision) This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74. 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-09.3(1) Preliminary Spotting 212th Preservation – GR Bridge to Orillia/Almaroof SP - 111 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (Kent Special Provision) 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 (Kent Special Provision) In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1. Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City’s stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-09.4 Measurement When shown as lump sum in the plans or in the Proposal as removal of raised pavement markers and plastic traffic markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-09.5 Payment 212th Preservation – GR Bridge to Orillia/Almaroof SP - 112 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 The lump sum contract price for “Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings” constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. 8-10 GUIDE POSTS SECTION 8-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-10.1 Description (Kent Special Provision) This work shall consist of furnishing and installing traffic pylons. SECTION 8-10.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-10.2 Materials (Kent Special Provision) The pylons shall be constructed of UV-stabilized thermoplastic polyurethane (TPU). Pylons shall comply with Section 9-17.3 and conform to the dimension in the Plans. Posts shall be capable of sustaining a minimum of twenty five (25) direct wheel- over impacts at 60 MPH without damage to the post or the reflective sheeting applied to the post. All posts shall be easily replaceable. Reflective sheeting shall be one of the following preapproved products: 3M High Intensity Sheeting Reflexite PC 1 000 Dura-brite Posts shall be mounted to bases of the same color as the post and curb and the corresponding lane line (yellow & yellow, white & white). SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-10.3 Construction Requirements (Kent Special Provision) The pylon system shall be a surface mounted assembly that uses a separate base with a detachable pylon held in place by means of a locking device as shown in the Plans. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 113 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Installation of the pylon devices shall be with a bituminous adhesive meeting the requirements of 9-02.1 (8) rather than the epoxy adhesive specified in Section 9- 26. The bituminous adhesive shall not be heated above the maximum safe heating temperature recommended by the manufacturer and shall not be applied at temperature greater than 425 degrees F nor less than 375 degrees F. SECTION 8-10.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-10.4 Measurement (Kent Special Provision) Traffic pylon will be measured by the unit for each pylon furnished and installed. SECTION 8-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-10.5 Payment (Kent Special Provision) "Traffic Pylon," per each. 8-13 MONUMENT CASES SECTION 8-13.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.1 Description (Kent Special Provision) This work also consists of adjusting existing monument case by placing risers with appropriate height and diameter to finished grade. The existing monument shall not be disturbed. This work also includes referencing for future locates prior to construction activities. SECTION 8-13.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.3 Construction Requirements (Kent Special Provision) The actual survey monument is not to be disturbed. If the existing survey monument gets damaged or destroyed, the contractor shall contact the Engineer and is responsible for installing a new monument, case, and cover. The monument’s case and cover shall be lowered prior to overlay. Install a new riser and adjust the case and cover to finished grade after the overlay. If a case and cover cannot be lowered, as determined by the Engineer, the contractor shall plane around the existing case and cover. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 114 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Where the overlay will be placed on existing pavement without planing the contractor shall protect the existing case and cover and install new riser case and cover to finished grade. SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.4 Measurement (Kent Special Provision) Measurement per each for “Install New Riser for Monument’s Case and Cover to Finished Grade” will be by the unit of each new monument’s riser installed. SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-13.5 Payment (Kent Special Provision) 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 “Install New Riser for Monument’s Case and Cover to Finished Grade” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to protect the existing monument and adjust the monument’s case and cover to finished grade with a new riser as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 6-72a and 6-72b. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-14.1 Description (Kent Special Provision) This work shall also consist of constructing sidewalk ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross- sections shown in the plans and to the lines and grades as staked by the Engineer. 8-14.3 Construction Requirements SECTION 8-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 212th Preservation – GR Bridge to Orillia/Almaroof SP - 115 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 8-14.3 Construction Requirements (Kent Special Provision) SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-14.3(3) Placing and Finishing Concrete (Kent Special Provision) The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After troweling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using standard masonry practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow and match the color of “Standard Interstate Yellow” paint as specified in Formula K-2-83,unless otherwise specified on the plans. Yellow masonry paint for precast curbs, Formula H-3-83, may be used for truncated dome patterns embossed into the concrete surface. SECTION 8-14.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-14.3(5) Detectable Warning Surface Detectable warning surface (Truncated domes) placed on cement concrete or an existing surface including asphalt ramps or existing concrete ramps where specified on the plans shall be yellow or black (as specified on the plans), non-skid and shall be installed by a licensed installer per the manufacturer’s specifications. The detectable warning surface used shall be continuously 2’ wide along curb ramp radii with no gaps. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 116 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 The Detectable Warning Surface (DWS) for each sidewalk ramp shall be considered incidental to the ramp’s bid item price. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-14.5 Payment (Kent Special Provision) Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: “Cement Concrete Sidewalk,” per square yard “Cement Concrete Sidewalk Ramp Type Parallel A,” per each The unit bid per square yard or per each for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. The Detectable Warning Surface (DWS) for each sidewalk ramp shall be considered incidental to the ramp’s bid item price. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation, and Gravel Borrow as required shall be paid for under separate bid items. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: (******) 8-20.3(5) Conduit (Kent Special Provision) THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans and Kent Standard 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 117 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS “Galvanized steel conduit shall be installed at the following locations:” Item 1. Change to read “All State highway roadbed crossings” Item 3. Contents are deleted, leaving it BLANK SECTION 8-20.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes (Kent Special Provision) Slip-resistant surfaces (non-skid) shall have a static coefficient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebec1 (their most aggressive surface) manufactured by IKG Industries, SlipNOT Grade 3 – coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-20.3(8) Wiring (Kent Special Provision) All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: (******) 8-20.3(14)C Induction Loop Vehicle Detectors (Kent Special Provision) THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 16 foot centers. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 118 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be CrafcoTM Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturer’s recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: (******) 8-20.3(14)D Test for Induction Loops and Lead-In Cable (Kent Special Provision) SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B – A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C – A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-20.5 Payment (Kent Special Provision) The unit contract price per each for “Non-skid Type 1 Junction Box Frame and Cover” constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and dispose of the existing frame and cover, furnish and install the new frame and cover as described above and adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for “6 Foot Diameter Traffic Loop” constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide and install a traffic loop to the size and location shown on the drawings and in accordance with the Kent Special Provisions and WSDOT Standard Specifications. The unit bid price shall include but not be limited to: saw cutting the pavement; the first 40 lineal feet of lead-in wire, sealing; connect new wiring 212th Preservation – GR Bridge to Orillia/Almaroof SP - 119 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 to existing home run cable; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any sealing, and restoration needed for loop and wire installation. Reference Kent Standard Plans 6-98 and 6-99. The contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during installation of the new system as well as removal and disposal/salvage of the existing traffic signal system. 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 in the existing junction box; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any sealing and restoration needed for loop and wire installation. Please note, this bid item will be paid based on the lineal footage of saw cutting, regardless of the lineal footage or number of lead-in wire. Measurement begins after the first 40’ of individual loop home run cable and saw cut or after two or more loop wire/cuts are combined together to form a lead in. The unit contract price per each for “Pedestrian Pushbutton (PPB) Post” shall constitute complete compensation for all labor, tools, materials, supplies necessary to furnish and install a new accessible breakaway pedestrian pushbutton post with foundation as shown on the plans and specifications. This bid item shall include but not be limited to: new concrete foundation, new metal post, excavation, backfilling, compaction, restoration, and all other items required for a fully functional system. The unit contract price per each for “Pedestrian Pushbutton (APS)” shall constitute complete compensation for all labor, tools, materials, supplies necessary to remove and dispose of the existing pushbutton system and furnish and install a new APS pushbutton mounted on a new post or in the existing location as shown on the plans and specifications. This bid item shall include but not be limited to: disassembly of the existing pedestrian pushbutton from the signal pole, installation of a new APS pushbutton on the new or existing post or signal pole, covering the abandoned holes on the existing pole with sealed corrosion resistance cover, installation of pushbutton extension, brackets and angles, wiring, connection, conduits, fittings, testing, labor and industry inspection, and all other items required for a fully functional system. Conduits and wiring needed between the existing and the new pushbuttons’ locations shall be considered incidental with this bid item price. 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 120 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 remain the property of the City of Kent upon project completion. 8-21 PERMANENT SIGNING SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-21.2 Materials (Kent Special Provision) 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 ½” x 2 ½” square Telespar anchor or Engineer approved equivalent. Post anchor length shall be 30”. Post anchor shall have a 7/16” diameter hole on each side of the post located 2” from the top. SECTION 8-21.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-21.3 Construction Requirements (Kent Special Provision) All signs installed on project shall conform to Kent Standard Plan 6-82a. All sign post shall be installed on cement concrete foundation and post anchor, or light pole. 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 OF THE LAST PARAGRAPH AND ADDING THE FOLLOWING: (******) 212th Preservation – GR Bridge to Orillia/Almaroof SP - 121 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 8-21.3(4) Sign Removal (Kent Special Provision) Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, other metal structural members, and all the existing fastening hardware connecting such members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240th Street (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor’s operation. All signs that are not designated for removal, but that are damaged by the Contractor’s operations shall be replaced, restored, or repaired at the Contractor’s sole expense. The Engineer’s determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor’s removal operations is final. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-21.3(5) Sign Relocation (Kent Special Provision) Relocated signs shall be installed on new wood posts unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-21.5 Payment (Kent Special Provision) The unit contract price per each for “Traffic Signs, Including Foundation” constitutes complete compensation for all labor, tools materials, supplies and equipment necessary to supply and install permanent signing 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. The unit contract price per each for “Traffic Signs” constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to supply and install the permanent signing as specified on the plans and described in the specifications. This unit price shall include mounting the new sign on the existing light or signal pole as shown on the plans. 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 212th Preservation – GR Bridge to Orillia/Almaroof SP - 122 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (******) 8-22.1 Description (Kent Special Provisions) THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of parallel SOLID WHITE lines, 10-feet long, 24 inches wide, aligned parallel with the direction of traffic. Lines are located as shown in Kent Standard Plan 6-75 (with 10 ft long strips) 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. 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 (Kent Special Provision) Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. Plastic Crosswalk Lines Plastic Stop Lines 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 Plastic Wide lane lines Plastic Bike Lane Lines not applied in sidewalk Profiled Plastic Double Yellow Center Line Profiled Plastic Two-Way Left Turn Lane Lines Plastic Traffic Arrows 212th Preservation – GR Bridge to Orillia/Almaroof SP - 123 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Plastic Traffic Letters Plastic Railroad Crossing markings Profiled Plastic Intersection Turn Dotted Extension Line 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 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. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 °F to 450 °F (190 °C to 230 °C) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(54°C), and show no deformation or flaking at temperatures between –10 °F to 140 °F (–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). SECTION 8.22.3 IS SUPPLEMENTED WITH THE FOLLOWING: (******) 8-22.3 Construction Requirements (Kent Special Provision) 212th Preservation – GR Bridge to Orillia/Almaroof SP - 124 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Profiled and Embossed plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6- 74. (******) ADD NEW SECTION 8.22.3(A): 8-22.3(A) MMA AREA MARKINGS WITH CORUNDUM (Kent Special Provision) New Section 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 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 ~15min AASHTO T237 Skid >60 ASTM E303 Hardness 50-60 ASTM D2240 Water Absorption <0.25% ASTM D570 Keep materials in dry, protected areas, between 40°F 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 / 10°C 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 125 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Catalyst: Catalyst shall come in a powder form and be supplied in bulk at the maximum usage rate of 0.51 +/-0.2 lbs (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. 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(1) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-22.3(1) Preliminary Spotting (Kent Special Provision) The Contractor shall use existing curb, gutter, and/or sidewalk as control to assist in preliminary spotting of the lines before beginning the placement of pavement markings. The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74. Approval by the Engineer is required before the placement of permanent pavement marking. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 126 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 (Kent Special Provision) 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 (Kent Special Provision) The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer’s decision to adjust the method of payment for damaged paint stripes. The Engineer’s decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-22.3(3)B Line Patterns (Kent Special Provision) 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 127 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. The solid line shall be installed to the right of the broken line relative to the direction of travel and for each direction of travel. Skip Lane Line - A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 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 travel for through traffic is unclear. The dotted pattern shall be based on a 6-foot unit consisting of a 2-foot line and a 4-foot gap. Edge Line / Solid Lane Line - A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, adjacent lanes traveling in the same direction or bus pull-outs. Crosswalk Stripe A series of pairs of parallel SOLID WHITE lines, 10-feet long as shown in Kent Standard Plan 6-75. Profiled Plastic Intersection Turn Dotted Extension 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 a 6-foot unit consisting of a 2-foot line and a 4-foot gap. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-22.3(5) Installation Instructions (Kent Special Provision) 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 128 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (Kent Special Provision) Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment will be allowed for the removal of pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section 8-09.3(1) of the Kent Special Provisions. The City has not shown the type of existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-22.4 Measurement (Kent Special Provision) “Profiled Plastic Skip Lane Line” “Profiled Plastic Wide Line” “Single Solid Plastic Edge Line” “Profiled Plastic Intersection Turn Dotted Extension Line” The measurement for the above items will be based on the total length of each plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line. No deduction will be made for the unmarked area when the marking includes a broken line such as, center line, dotted line, dotted extension line, center line with no-pass line, lane line, reversible lane line, or two-way left-turn center line. Double yellow and two way left turn markings shall be measured by the completed linear foot and will not be counted for each individual line which composes the line pattern. The bid item “Plastic Traffic Arrow” will be paid per each plastic arrow installed in according to standard plans 6-76 and 722. Double arrow shall be paid as one arrow (no additional payment will be made for the oblique arrows). 212th Preservation – GR Bridge to Orillia/Almaroof SP - 129 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 SECTION 8-22.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 8-22.5 Payment (Kent Special Provision) “Profiled Plastic Double Yellow Center Line,” per linear foot “Profiled Plastic Skip Lane Line,” per linear foot “Profiled Plastic Wide Line,” per linear foot “Single Solid Plastic Edge Line,” per linear foot “Plastic Stop Line, 24 Inch Wide,” per linear foot “Profiled Plastic Intersection Turn Dotted Extension Line,” per linear foot The lump sum unit contract price for “Referencing Existing Pavement Markings” shall be full compensation for all work required to referencing and document all existing pavement markings as described in Section 1-05.18. 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 8-23.1 Description (Kent Special Provision) The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-30 PROJECT SIGNS (******) 8-30.1 Description (Kent Special Provision) New Section This work shall consist of fabrication of the project signs; furnishing and installing all posts, braces, and hardware and installation and maintenance of the project signs where shown in the plans or where directed by the Engineer. All project signs 212th Preservation – GR Bridge to Orillia/Almaroof SP - 130 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 become the property of the City at the end of the project and shall be delivered by the Contractor to the City Maintenance Shop on West James Street. (******) 8-30.2 Materials (Kent Special Provision) New Section Sign posts shall be 4 inch x 6 inch Fir. (******) 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts (Kent Special Provision) New Section 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 (Kent Special Provision) New Section 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 (Kent Special Provision) New Section 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 (Kent Special Provision) New Section 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 212th Preservation – GR Bridge to Orillia/Almaroof SP - 131 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (Kent Special Provision) New Section 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 labor, tools, supplies, equipment and materials, to fabricate, install, and maintain the project sign for the life of the project and removal and delivery of sign back to the City Shops. Failure to adequately maintain and return project signs to the City Maintenance Shop 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 132 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 (Kent Special Provision) Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-03.14 Borrow SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-03.14(1) Gravel Borrow (Kent Special Provision) 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 133 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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. 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 (Kent Special Provision) Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class II shall conform to the following gradations: Percent Passing Sieve Size Class I Class II 6” square 100 --- 4” square --- 100 2” square 0 65-85 1” square --- 40-70 1/4” square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2.48 min 212th Preservation – GR Bridge to Orillia/Almaroof SP - 134 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 9-03.21 Recycled Material SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-03.21(1)D Recycle Glass (glass cullet) (Kent Special Provision) 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 (Kent Special Provision) New Section Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12” 95 to 100 6” 40 to 60 3” 10 to 20 3/4” 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1 Topsoil SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.1(1) Topsoil Type A (Kent Special Provision) 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 “Tes t Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils,” and TMECC 05.07A “Loss-On-Ignition Organic Matter Method.” 212th Preservation – GR Bridge to Orillia/Almaroof SP - 135 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot’s broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor’s expense. A. The soil shall meet the following requirements. 1. The mixed soil shall meet the following gradation: Screen Size * Percent Passing 2 inch 100 1 inch 99-100 5/8” 90 – 100 1/4" 75-100 *Maximum particle length of 6 inches B. Shall have a pH range between 5.5 and 8.5. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content and meet all requirements for compost in section 9- 14.4(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 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 9-14.2(4) Sandy Loam (Kent Special Provision) 212th Preservation – GR Bridge to Orillia/Almaroof SP - 136 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) .................. 100% Passing 1 mm sieve ........................................... 80% minimum Passing 0.15 mm sieve ....................................... 15% maximum SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.3 Seed (Kent Special Provision) Hydroseed: Seed shall be “Blue Tag” or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Proportion Seed Mix “A” Ingredient Min. % Pure Seed Min. % Germination Max. % Weed Seed 40% Perennial Ryegrass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bentgrass 98% 90% 0.5% 10% White Dutch Clover (Pre-inoculated) 98% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.4 Fertilizer (Special Provision) Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6- 10-8). 212th Preservation – GR Bridge to Orillia/Almaroof SP - 137 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ............................. 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ....................... 16% of weight Total available Potassium ........................... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ............................. 21% (Analyzed as N) Available phosphorous ............................... 0% (Analyzed as P205) Available potassium ................................. 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.5 Mulch and Amendments SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-14.5(8) Compost (Kent Special Provision) Compost shall not contain any sawdust, straw, green or under-composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: (******) 9-14.5(10) Wood Cellulose Fiber (Kent Special Provision) New Section Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 138 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-28.1 General All signs shall be reflectorized 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(2) Steel Structures and Posts (Kent Special Provision) Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts and washers, shall be stainless steel conforming to Section 9-28.11, and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9-06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 104, including the appropriate supplemental requirements for grade and manufacturer’s identification, and charpy impact testing (15 foot-pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 139 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 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 Replace “AWG 22” with “#AWG 19”. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 140 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch™#06147 Electrical Moisture Sealant, or approved equal. (******) SECTION 9-29.19 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 station shall be Federal Green color, 4-wire Interface, base station size (5”x13.75”x1.75”), R10-3e sign (9”x12”), audio output (default plus 4 options),LED (3000 mcd, 160 degree viewing angle), Volume control (fully adjustable, independent channels), reporting (pedestrian usage, event logging, system evaluation), night mode (volume, recall, or complete configuration), tests compliance (MUTCD 4E, TAC, NEMA TS2), Power (rest) 1/3 watt @ 12 VDC , Current (rest) 25 mA @ 12 VDC,Max Power 8.4 W, Operational force < 3lbf, Operating Temp -40C to +85C. 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. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 141 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 (September 13, 2021) Standard Plans The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21- 5 01, effective September 13, 2021, is made a part of this contract. The Standard Plans are revised as follows: B-90.40 Valve Detail – DELETED C-8 DELETED C-8A DELETED C-60.10 Sheet 1, ADD Note: NOTE: STEEL WELDED WIRE REINFORCEMENT DEFORMED FOR CONCRETE MAY BE SUBSTITUTED FOR REINFORCING STEEL IN ACCORDANCE WITH STANDARD SPECIFICATION, SECTION 6-10.3 Sheet 2, New Note 5: The connecting pin may be fabricated with a forged head as shown on Standard Plan C-60.15.” C-85.16 DELETED C-85.20 DELETED D-10.10 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.15 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.30 Wall Type 5 may be used in all cases. D-10.35 Wall Type 6 may be used in all cases. D-10.40 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and 212th Preservation – GR Bridge to Orillia/Almaroof SP - 142 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 4 Bridge Design memorandum. D-10.45 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the revisions stated in the 11/3/15 Bridge Design memorandum. D-15.10 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.20 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.30 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. G-90.11 DELETED G-90.40 DELETED J-20.26 Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton post.” J-20.16 View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE J-21.10 Sheet 1, Elevation View, Round Concrete Foundation Detail, callout – “ANCHOR BOLTS ~ ¾” (IN) x 30” (IN) FULL THREAD ~ THREE REQ’D. PER ASSEMBLY” IS REVISED TO READ: “ANCHOR BOLTS ~ ¾” (IN) x 30” (IN) FULL THREAD ~ FOUR REQ’D. PER ASSEMBLY” Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR.. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 143 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Detail F, callout, “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts (see Note 3)” is revised to read; “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts (see Note 1)” Detail F, callout, “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Four Required (See Note 4)” is revised to read; “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Three Required (See Note 2)” J-21.15 Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE NIPPLE ~ 1 ½” (IN) DIAM. J-21.16 Detail A, callout, was – LOCKNIPPLE, is revised to read; CHASE NIPPLE J-22.15 Ramp Meter Signal Standard, elevation, dimension 4’ - 6” is revised to read; 6’-0” (2x) Detail A, callout, was – LOCK NIPPLE ~ 1 ½” DIAM. is revised to read; CHASE NIPPLE ~ 1 ½” (IN) DIAM. J-40.10 Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S. FLAT WASHER” is revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2” (IN) S. S. FLAT WASHER” J-40.36 Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is revised to read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the cover. J-40.37 Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is revised to read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the cover. J-75.20 Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel Bands”, add the following to the end of the note: “Alternate: Stainless steel cable with stainless steel ends, nuts, bolts, and washers may be used in place of stainless steel bands and associated hardware.” The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans showing different dates 51 shall not be used in this contract. 212th Preservation – GR Bridge to Orillia/Almaroof SP - 144 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 A-10.10-00 ....... 8/7/07 A-30.35-00 ...... 10/12/07 A-50.10-01 ........ 8/17/21 A-10.20-00 ....... 10/5/07 A-40.00-00 ..... 8/11/09 A-50.40-01 ........ 8/17/21 A-10.30-00 ....... 10/5/07 A-40.10-04 ..... 7/31/19 A-60.10-03 ........ 12/23/14 A-20.10-00 ....... 8/31/07 A-40.15-00 ..... 8/11/09 A-60.20-03 ........ 12/23/14 A-30.10-00 ....... 11/8/07 A-40.20-04 ..... 1/18/17 A-60.30-01 ........ 6/28/18 A-30.30-01 ....... 6/16/11 A-40.50-02 ..... 12/23/14 A-60.40-00 ........ 8/31/07 B-5.20-03 ......... 9/9/20 B-5.40-02 ......... 1/26/17 B-30.50-03 ..... 2/27/18 B-30.60-00 ..... 9/9/20 B75.20-03 ......... 8/17/21 B-75.50-01 ........ 6/10/08 B-5.60-02 ......... 1/26/17 B-30.70-04 ..... 2/27/18 B-75.60-00 ........ 6/8/06 B-10.20-02 ....... 3/2/18 B-30.80-01 ..... 2/27/18 B-80.20-00 ........ 6/8/06 B-10.40-02 ....... 8/17/21 B-30.90-02 ..... 1/26/17 B-80.40-00 ........ 6/1/06 B-10.70-02 ....... 8/17/21 B-35.20-00 ..... 6/8/06 B-85.10-01 ........ 6/10/08 B-15.20-01 ....... 2/7/12 B-35.40-00 ..... 6/8/06 B-82.20-00 ........ 6/1/06 B-15.40-01 ....... 2/7/12 B-40.20-00 ..... 6/1/06 B-85.30-00 ........ 6/1/06 B-15.60-02 ....... 1/26/17 B-40.40-02 ..... 1/26/17 B-85.40-00 ........ 6/8/06 B-20.20-02 ....... 3/16/12 B-45.20-01 ..... 7/11/17 B-85.50-01 ........ 6/10/08 B-20.40-04 ....... 2/27/18 B-45.40-01 ..... 7/21/17 B-90.10-00 ........ 6/8/06 B-20.60-03 ....... 3/15/12 B-50.20-00 ..... 6/1/06 B-90.20-00 ........ 6/8/06 B-25.20-02 ....... 2/27/18 B-55.20-03 ..... 8/17/21 B-90.30-00 ........ 6/8/06 B-25.60-02 ....... 2/27/18 B-60.20-02 ..... 9/9/20 B-90.40-01 ........ 1/26/17 B-30.05-00 ....... 9/9/20 B-60.40-01 ..... 2/27/18 B-90.50-00 ........ 6/8/06 B-30.10-03 ....... 2/27/18 B-65.20-01 ..... 4/26/12 B-95.20-02 ........ 8/17/21 B-30.15-00 ....... 2/27/18 B-65.40-00 ..... 6/1/06 B-95.40-01 ........ 6/28/18 B-30.20-04 ....... 2/27/18 B-70.20-00 ..... 6/1/06 B-30.30-03 ....... 2/27/18 B-70.60-01 ..... 1/26/17 B-30.40-03 ....... 2/27/18 C-1 .................. 9/9/20 C-22.16-07 ..... 9/16/20 C-60.70-00 ........ 9/24/20 C-1b ............... 9/9/20 C-22.40-08 ..... 9/16/20 C-60.80-00 ........ 8/17/21 C-1d ............... 10/31/03 C-22.45-05 ..... 9/16/20 C-70.15-00 ........ 8/17/21 C-2c ............... 8/12/19 C-23.60-04 ..... 7/21/17 C-70.10-03 ........ 8/20/21 C-4f ................ 8/12/19 C-24.10-02 ..... 8/12/19 C-75.10-02 ........ 9/16/20 C-6a ............... 10/14/09 C-25.20-07 ..... 8/20/21 C-75.20-03 ........ 8/20/21 C-7 ................. 6/16/11 C-25.22-06 ..... 8/20/21 C-75.30-03 ........ 8/20/21 C-7a ............... 6/16/11 C-25.26-05 ..... 8/20/21 C-80.10-02 ........ 9/16/20 C-8 ................. 2/10/09 C-25.30-01 ..... 8/20/21 C-80.20-01 ........ 6/11/14 C-8a ............... 7/25/97 C-25.80-05 ..... 8/12/19 C-80.30-02 ........ 8/20/21 C-20.10-07 ...... 8/20/21 C-60.10-01 ..... 9/24/20 C-80.40-01 ........ 6/11/14 C-20.14-04 ...... 8/12/19 C-60.15-00 ..... 8/17/21 C-85.10-00 ........ 4/8/12 C-20.15-02 ...... 6/11/14 C-60.20-00 ..... 9/24/20 C-85.11-01 ........ 9/16/20 C-20.18-03 ...... 8/12/19 C-60.30-01 ..... 8/17/21 C-85.15-02 ........ 8/27/21 C-20.40-08 ...... 8/20/21 C-60.40-00 ..... 8/17/21 C-85-18-02 ........ 8/20/21 C-20.41-03 ...... 8/20/21 C-60.45-00 ..... 8/17/21 C-20.42-05 ...... 7/14/15 C-60.50-00 ..... 8/17/21 C-20.45.02 ...... 8/12/19 C-60.60-00 ..... 8/17/21 D-2.04-00 ....... 11/10/05 D-2.80-00 ....... 11/10/05 D-10.35-00 ........ 7/8/08 D-2.06-01 ....... 1/6/09 D-2.84-00 ....... 11/10/05 D-10.40-01 ........ 12/2/08 D-2.08-00 ....... 11/10/05 D-2.88-00 ....... 11/10/05 D-10.45-01 ........ 12/2/08 D-2.32-00 ....... 11/10/05 D-2.92-00 ....... 11/10/05 D-2.34-01 ....... 1/6/09 D-3.09-00 ....... 5/17/12 D-2.36-03 ....... 6/11/14 D-3.10-01 ....... 5/29/13 D-2.46.02 ........ 8-13/21 D-3.11-03 ....... 6/11/14 D-2.60-00 ....... 11/10/05 D-3.15-02 ....... 6/10/13 D-2.62-00 ....... 11/10/05 D-3.16-02 ....... 5/29/13 D-2.64-01 ....... 1/6/09 D-3.17-02 ......... 5/9/16 D-2.66-00 ....... 11/10/05 D-4 .................. 12/11/98 D-2.68-00 ....... 11/10/05 D-6 .................. 6/19/98 E-1 ................. 2/21/07 E-4 ................ 8/27/03 E-2 ................. 5/29/98 E-4a ............... 8/27/03 212th Preservation – GR Bridge to Orillia/Almaroof SP - 145 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 F-10.12-04 ...... 9/24/20 F-10.62-02 ...... 4/22/14 F-40.15-04 ........ 9/25/20 F-10.16-00 ...... 12/20/06 F-10.64-03 ...... 4/22/14 F-40.16-03 ........ 6/29/16 F-10.18-02 ...... 9/24/20 F-30.10-04 ...... 9/25/20 F-45.10-03 ........ 8/13/21 F-10.40-04 ...... 9/24/20 F-40.12-03 ...... 6/29/16 F-80.10-04 ........ 7/15/16 F-10.42-00 ...... 1/23/07 F-40.14-03 ...... 6/29/16 G-10.10-00 ...... 9/20/07 G-26.10-00 ..... 7/31/19 G-20.10-03 ...... 8/20/21 G-30.10-04 ..... 6/23/15 G-22.10-04 ...... 6/28/18 G-50.10-03 ..... 6/28/18 G-24.10-00 ...... 11/8/07 G-90.10-03 ..... 7/11/17 G-24.20-01 ...... 2/7/12 G-90.20-05 ..... 7/11/17 G-24.30-02 ...... 6/28/18 G-90.30-04 ..... 7/11/17 G-24.40-07 ...... 6/28/18 G-95.10-02 ..... 6/28/18 G-24.50-05 ...... 8/17/19 G-95.20-03 ..... 6/28/18 G-24.60-05 ...... 6/28/18 G-95.30-03 ..... 6/28/18 G-25.10-05 ...... 9/16/20 H-10.10-00 ...... 7/3/08 H-32.10-00 ..... 9/20/07 H-70.10-02 ........ 8/17/21 H-10.15-00 ...... 7/3/08 H-60.10-01 ..... 7/3/08 H-70.20-02 ........ 8/17/21 H-30.10-00 ...... 10/12/07 H-60.20-01 ..... 7/3/08 I-10.10-01 ....... 8/11/09 I-30.20-00 ...... 9/20/07 I-40.20-00 ......... 9/20/07 I-30.10-02 ....... 3/22/13 I-30.30-02 ...... 6/12/19 I-50.20-01 ......... 6/10/13 I-30.15-02 ....... 3/22/13 I-30.40-02 ...... 6/12/19 I-60.10-01 ......... 6/10/13 I-30.16-01 ....... 7/11/19 I-30.60-02 ...... 6/12/19 I-60.20-01 ......... 6/10/13 I-30.17-01 ....... 6/12/19 I-40.10-00 ...... 9/20/07 I-80.10-02 ......... 7/15/16 J-10 ................ 7/18/97 J-28.40-02 ...... 6/11/14 J-60.13-00 ......... 6/16/10 J-10.10-04 ...... 9/16/20 J-28.42-01 ...... 6/11/14 J-60.14-01 ......... 7/31/19 J-10.12-00 ...... 9/16/20 J-28.43-01 ...... 6/28/18 J-75.10-02 ......... 7/10/15 J-10.14-00 ...... 9/16/20 J-28.45-03 ...... 7/21/16 J-75.20-01 ......... 7/10/15 J-10.15-01 ...... 6/11/14 J-28.50-03 ...... 7/21/16 J-75.30-02 ......... 7/10/15 J-10.16-02 ...... 9/16/20 J-28.60-03 ...... 8/27/21 J-75.40-02 ......... 6/1/16 J-10.17-02 ...... 8/18/21 J-28.70-03 ...... 7/21/17 J-75.45-02 ......... 6/1/16 J-10.18-02 ...... 8/18/21 J-29.10-01 ...... 7/21/16 J-80.10-01 ......... 8/18/21 J-10.20-04 ...... 8/18/21 J-29.15-01 ...... 7/21/16 J-80.12-00 ......... 8/18/21 J-10.21-02 ...... 8/18/21 J-29.16-02 ...... 7/21/16 J-80.15-00 ......... 6/28/18 J-10.22-01 ...... 8/18/21 J-30.10-00 ...... 6/18/15 J-81.10-02 ......... 8/18/21 J-10.25-00 ...... 7/11/17 J-40.05-00 ...... 7/21/16 J-81.12.00 ......... 9/3/21 J-12.15-00 ...... 6/28/18 J-40.10-04 ...... 4/28/16 J-86.10-00 ......... 6/28/18 J-12.16-00 ...... 6/28/18 J-40.20-03 ...... 4/28/16 J-90.10-03 ......... 6/28/18 J-15.10-01 ...... 6/11/14 J-40.30-04 ...... 4/28/16 J-90.20-03 ......... 6/28/18 J-15.15-02 ...... 7/10/15 J-40.35-01 ...... 5/29/13 J-90-21-02 ........ 6/28/18 J-20.10-04 ...... 7/31/19 J-40.36-02 ...... 7/21/17 J-90.50-00 ......... 6/28/18 J-20.11-03 ...... 7/31/19 J-40.37-02 ...... 7/21/17 J-20.15-03 ...... 6/30/14 J-40.38-01 ...... 5/20/13 J-20.16-02 ...... 6/30/14 J-40.39-00 ...... 5/20/13 J-20.20-02 ...... 5/20/13 J-40.40-02 ...... 7/31/19 J-20.26-01 ...... 7/12/12 J-45.36-00 ...... 7/21/17 J-21.10-04 ...... 6/30/14 J-50.05-00 ...... 7/21/17 J-21.15-01 ...... 6/10/13 J-50.10-01 ...... 7/31/19 J-21.16-01 ...... 6/10/13 J-50.11-02 ...... 7/31/19 J-21.17-01 ...... 6/10/13 J-21.20-01 ...... 6/10/13 J-50.12-02 ...... 8/7/19 J-50.13-00 ...... 8/22/19 J-22.15-02 ...... 7/10/15 J-50.15-01 ...... 7/21/17 J-22.16-03 ...... 7/10/15 J-50.16-01 ...... 3/22/13 J-26.15.01 ....... 5/17/12 J-50.18-00 ...... 8/7/19 J-26.20-01 ...... 6/28/18 J-50.19-00 ...... 8/7/19 J-27.10-01 ...... 7/21/16 J-50.20-00 ...... 6/3/11 J-27.15-00 ...... 3/15/12 J-50.25-00 ...... 6/3/11 J-28.10-02 ...... 8/7/19 J-50.30-00 ...... 6/3/11 J-28.22-00 ...... 8/07/07 J-60.05-01 ...... 7/21/16 J-28.24-02 ...... 9/16/20 J-60.11-00 ...... 5/20/13 J-28.26-01 ...... 12/02/08 212th Preservation – GR Bridge to Orillia/Almaroof SP - 146 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 J-28.30-03 ...... 6/11/14 J-60.12-00 ...... 5/20/13 K-70.20-01 ...... 6/1/16 K-80.35-01 ..... 9/16/20 K-80.10-02 ...... 9/25/20 K-80.37-01 ..... 9/16/20 K-80.20-00 ...... 12/20/06 K-80.32-00 ...... 8-17/21 K-80.34-00 ...... 8/17/21 L-10.10-02 ...... 6/21/12 L-40.15-01 ...... 6/16/11 L-70.10-01 ........ 5/21/08 L-20.10-03 ...... 7/14/15 L-40.20-02 ...... 6/21/12 L-70.20-01 ........ 5/21/08 L-30.10-02 ...... 6/11/14 M-1.20-04 ....... 9/25/20 M-11.10-03 ...... 8/7/19 M-40.20-00 ........ 10/12/07 M-1.40-03 ....... 9/25/20 M-12.10-02 ..... 9/25/20 M-40.30-01 ........ 7/11/17 M-1.60-03 ....... 9/25/20 M-15.10-01 ..... 2/6/07 M-40.40-00 ........ 9/20/07 M-1.80-03 ....... 6/3/11 M-17.10-02 ..... 7/3/08 M-40.50-00 ........ 9/20/07 M-2.20-03 ....... 7/10/15 M-20.10-03 ..... 9/25/20 M-40.60-00 ........ 9/20/07 M-2.21-00 ....... 7/10/15 M-20.20-02 ..... 4/20/15 M-60.10-01 ........ 6/3/11 M-3.10-04 ....... 9/25/20 M-20.30-04 ..... 2/29/16 M-60.20-03 ........ 8/17/21 M-3.20-03 ....... 9/25/20 M-20.40-03 ..... 6/24/14 M-65.10-03 ........ 8/17/21 M-3.30-04 ....... 9/25/20 M-20.50-02 ..... 6/3/11 M-80.10-01 ........ 6/3/11 M-3.40-04 ....... 9/25/20 M-24.20-02 ..... 4/20/15 M-80.20-00 ........ 6/10/08 M-3.50-03 ....... 9/25/20 M-24.40-02 ..... 4/20/15 M-80.30-00 ........ 6/10/08 M-5.10-03 ....... 9/25/20 M-24.60-04 ..... 6/24/14 M-7.50-01 ....... 1/30/07 M-24.65-00 ..... 7/11/17 M-9.50-02 ....... 6/24/14 M-24.66-00 ..... 7/11/17 M-9.60-00 ....... 2/10/09 M-40.10-03 ..... 6/24/14 212th Preservation – GR Bridge to Orillia/Almaroof A - 1 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. WATER 3-7 Valve Box and Operating Nut Extender STORM 5-4 20” x 24” Catch Basin Frame 5-5 20” x 24” Vaned Grate 5-6 20” x 24” Bi-Directional Vaned Grate STREET 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joint Example 6-35 Expansion and Contraction/Control Joints 6-72a Standard Monument, Monument Case, Cover and Riser 6-72b Alternate Diameter Monument Case Riser 6-74 Typical Lane Markings 6-75 Thermoplastic Crosswalk Markings 6-76 Plastic Arrows, Stop Bars & Only Legend 6-81 Left Turn Pocket at End of Two Way Left Turn Lane Layout 6-82a Sign Post Installation Type A 6-98 Induction Loop Details 6-99 Induction Loop Installation Notes 722 Optional Movement Arrows With Oblique Arrows DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D OLYMPIC FOUNDRY VB C/L 940 WITH TWO (2) INCH "DEEP SKIRT" COVER. THE COVER SHALL BE MARKED "WATER". SEE SLOPE AWAY 2% MAX (TYP) NOTES 3, 4, AND 5. X C nd np a 41I 0 ri CARE SHALL BE TAKEN IN BACKFILL OPERATIONS ENSURING OPERATING NUT IS IN CENTER AT ALL TIMES BASE SECTION: RICH 24" I OPERATING ? VALVE BOX BOTTOM, NUT EXTENDER OLYMPIC NO. VB1C OR I AS NEEDED PRE -APPROVED EQUAL AND (BELOW RIGHT) SHALL BE COMPATIBLE (n WITH TOP SECTION _ I L VALVE BOX WITH OPERATING NUT EXTENDER NOTES: 1. EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. 2. EXTENSIONS SHALL BE SIZED AS NEEDED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. 3. EARS, LUGS OR STAINLESS CAP SCREWS (TRANSMISSION MAINS ONLY) ON COVER SHALL BE ALIGNED �y F R WITH DIRECTION OF WATER FLOW,Ef SEE PLAN VIEW. S� OF WAq�j 4. FOR ADDITIONAL REQUIREMENTS AND USE SEE CITY OF KENT DESIGN AND CONSTRUCTION STANDARDS 3.19.B AND C. d� 38296 5. VALVE BOX SHALL BE CENTERED OVER O� dal,$T 2" SQUARE OPERATING NUT. �SSIOnrerl 3' SEE NOTE 3 d d O Q d d a ° ° r WATER MAIN WATER DIRECTION la I d a --- — ---L-- °— —ate-- ----- o ° � 4 d ° 3'x3'x4" THICK CONCRETE (3,000 PSI) PAD AROUND VALVE COVER IN UNPAVED AREAS PLAN VIEW 0 w 0 w z 2" SQUARE OPERATING NUT ROCK GUARD, 4 1/4" DIA. 1/8" MIN. THICK 3/4" SOLID STEEL ROD. OPERATING NUT EXTENDER NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT VALVE BOX AND WASNINOTON OPERATING NUT EXTENDER DESIGNED COK SCALE _ NONE STANDARD PLAN DRAWN COK CHECKED COK DATE 12/2019 Z APPROVED ENGINEER J DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 5/8"-11 NC A A 29 1/4" L 26" 24 1/4" 22 1/2" -41� TOP VIEW 1 5/8" TYP. � 20 1/4" �7/8" TYP. 1 1/4" 1 5/8" TYP. MIN. 3 3/41L[\ �Lj __L A 4 1/2" 11 2 1/2" I 18 1/2"� 3/4" 22" 25 1/4" SECTION A -A NOTES: 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY. (PER ASTM A48 CL30 H-20 LOADING). 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOVFREfCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE WASh �A ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� OF ,I �� THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT 20 x 24 38296 W—HI.uru. CATCH BASIN FRAME � 0� 'd('I STF]g� �± DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �SSIONAL �CCHECKED COK DATE 12A2019 APPROVED ENGINEER 5-4 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D TOP VIEW 24" 1 1/4" 1 5/8"r - 1/8" R: DIRECTION OF FLOW 1/8 J 2 3/4' 2 3/4"� /8 � 3 1/2" R. 5/16" R. FRONT VIEW NOTES: 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. 2. PROVIDE 2-5/8" DIAMETER STAINLESS STEEL ALLEN TYPE BOLTS COUNTER SUNK FLUSH WITH COVER. 3. GRATE SHALL BE STAMPED "DUMP NO POLLUTANTS", "OUTFALL TO STREAM". 4. ALL LETTERING SHOWN SHALL BE 1/2" AND SHALL BE RECESSED UNLESS OTHERWISE INDICATED. 5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. 6. GRATE SHALL BE LOCKING. 7. BI-DIRECTIONAL VANED GRATES ARE REQUIRED WHEN LOCATED IN A LOW -SPOT. �-1 5/8" TYP. END VIEW —1 5/8" 2 1/4" 1 5/8" PARTING LINE VANE DETAIL 1 3/8" TYP. INSET SOCKET 15/16" 1 1/4" I- � F3/4" 5/8"-11 NC-2A STAINLESS STEEL T SECURING BOLT T2" 5/8" SLOT DETAIL SLOT FORMED AND RECESSED FOR 5/8" - 11 NC x 2" S.S. SOCKET HEAD (ALLEN HEAD) CAP SCREW. �FFRE)- �� of WA U � 38296 �0� ��al T��° 10 AL 'V � DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D A no LL LL 1/8" 1 5/8" A �J 20" SECTION A -A 24" DIRECTION OF FLOW DIRECTION OF FLOW LOW POINT NOTES: 1. PROVIDE FRAME SHOWN ON STANDARD PLAN 5-4. 2. FOR THRU CURB INLETS AT LOW POINTS, USE BI-DIRECTIONAL VANED GRATE. 3. GRATE SHALL BE STAMPED "DUMP NO POLLUTANTS", "OUTFALL TO STREAM". 4. ALL LETTERING SHOWN SHALL BE 1/2" AND SHALL BE RECESSED. �� FREy WA 5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. ?'p 6. GRATE SHALL BE LOCKING. 7. PROVIDE 2-5/8" DIAMETER "d 38296 STAINLESS STEEL ALLEN TYPE BOLTS �q 1 COUNTER SUNK FLUSH WITH COVER. mFIR� dc, , } �1/2" 3/4" �." 5/8"--� SLOT DETAIL SLOT FORMED AND RECESSED FOR 5/8" - 11 NC x 2" S.S. SOCKET HEAD (ALLEN HEAD) CAP SCREW. 1 5/8" 2 1/4" 1/2" INSET HEX SOCKET . 15/16" NC-2A :SS STEEL VG BOLT DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 12" 6" 5 1/2" 911 1011 Lu a 2 1/211 5" 2 1/2" u- y\ `DL < EPDXY ADHESIVE .1 LL o FOR FRESH- Lu CONCRETE �0 Lu 0 1'R 1 R COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18" 30 LB ROOFING FELT, 6 MIL PLASTIC COMBINED CURB AND GUTTER OR APPROVED EQUAL CL OF CURB SEE NOTE 4 5'-0" HAND TROWELED IS 10.1 2' 31/2", I— 'I % TAPER SECTION 1% MIN. - — P 20MAX.v a 6"All _ N I N 2411 ROLLED CURB r-I iO SIDEWALK 4" 12" MAINTAIN EDGE OF CONCRETE CURB ---- 2411 ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL LIP BETWEEN GUTTER AND CURB 2% MAX. /o MAX, 1/2" FOR POSITIVE SLOPE 1" FOR NEGATIVE SLOPE } 5� - SLOPE ` GUTTER SHALL BE 8" THICK AND REINFORCED = io WHEN INSTALLED NEAR tO COMMERCIAL DRIVEWAYS 12" 6" 12" 6" IS ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, 4. DESIGN SIDEWALK CROSS GRADE SHALL FACE OF CURB SHALL UNLESS WITHIN DRIVEWAY SECTION, BE 1.5%. CONSTRUCTION TOLERANCE -- --1--r}r NOT EXTEND BEYOND SEE DRIVEWAY STANDARD PLANS. SHALL BE 1% MIN AND 2% MAX. THE FACE OF GUARDRAIL TOWARD 2• ROLLED CURB MAY ONLY BE USED 5. FORMS SHALL BE STEEL UNLESS THE TRAFFIC LANE WITHIN A CUL-DE-SAC OR ON A PRIVATE OTHERWISE APPROVED. FORMS SHALL STREET (KENT STD. PLAN 6-18). BE SET TRUE TO LINE AND GRADE AND 811 SECURELY STAKED PRIOR TO CONCRETE 1 1/2" 3. IN ROADWAY SECTIONS WITH SUPER PLACEMENT. ELEVATION, THE GUTTER PAN WILL MATCH THE ADJACENT PAVEMENT SLOPE. ,VARIES j NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER D OPUBLICATIONVED FOR IS KEPT ON FILE AT SACOPY MAYB EOBAINEDU ON REQUEST. IB THE OF KENTP �� I� PAVEMENT a4 - CITY OF KENT EXTRUDED CURB UNDER GUARDRAIL c � ENGINEERING DEPARTMENT KENT CEMENT CONCRETE WASHINGTON CURBS 38296 �� 0ISmF�L� �� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK IVAL �� CHECKED COK IDATE 9/2020 6 - 3 3 ENGINEER APPROVED DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 3/8" EXPANSION JOINT (TYP.) SEE NOTE 2 --\ CURB RAMP OR DRIVEWAY 1/4" WIDE x 25% SLAB DEPTH (1" MIN.) CONTRACTION/CONTROL JOINT (TYP.) SEE NOTE 4 FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 CB 3/8" EXPANSION JOINT (TYP.) SEE NOTE 2 LEGEND: f� BOND BREAK JOINT EXPANSION JOINT ----- CONTRACTION/CONTROL JOINT NOTES: BLDG 1/4" WIDE x 25% SLAB DEPTH (1" MIN.) CONTRACTION/CONTROL JOINT (TYP.) SEE NOTE 4 3/8" EXPANSION JOINT (TYP.) SEE NOTE 1 A FULL WIDTH ADA DETECTABLE WARNING SURFACE (TYP.) FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 CB SEE KENT STANDARD PLAN SECTION 5 FOR ADDITIONAL CB GRATE REQUIREMENTS FULL DEPTH BOND BREAK MATERIAL: 4" THICK SIDEWALK 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL SECTION A -A 1. AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4" RADIUS EDGING TOOL. ON SEPARATE POUR INSTALL AREAS. JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF BOND BREAK JOINT MATERIAL FULL DEPTH BETWEEN THE AASHTO M33 (ASTM D994). CURB OR THICKENED EDGE, ADA RAMP AND THE ADJACENT SIDEWALK. 2. AN EXPANSION JOINT CONSISTING OF 3/8" x FULL DEPTH OF PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT 150 FOOT MAX. INTERVALS, AT SIDES OF DRAINAGE INLETS AND AT P.C. AND P.T. OF CURB RETURNS, WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP -FORMING, A PREMOLDED STRIP UP TO 1/2" THICK AND UP TO FULL DEPTH MAY BE USED. 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY PLANTING STRIP. 4. CONTRACTION/CONTROL JOINTS CONSISTING OF 1/4" WIDE x 25% SLAB V F REy DEPTH SHALL BE TOOLED INTO WA I� CONCRETE FINISH AND SHALL BE MADE IN SIDEWALK AT FIVE FOOT INTERVALS, INTERMEDIATE TO THE EXPANSION JOINTS. 5. AS ALTERNATIVE TO EXPANSION JOINTS p AROUND STRUCTURES, REINFORCING 38296 �O� �dQrSm�g�� BARS MAY BE EMBEDDED IN CONCRETE �SSIONAL ON FOUR SIDES OF STRUCTURES. 7. ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP -RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 150' MAX. EXPANSION 5' 5' JOINT (TYP.) SEE DETAIL "A" 4" SHINE TYP. 2" SHINE FINISH FINISH SIDEWALK WIDTH VARIES PLANTER STRIP (WHEN REQ� CONTRACTION/CONTROL JOINT (TYP.) SEE DETAIL "B" CURB AND GUTTER \ SS EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; (TYP.) SEE DETAIL "A„ STAMP FACE OF CURB WHERE SIDE SEWER CROSSES PERPENDICULAR TO CURB. 3" HIGH LETTERS 1/4" DEPTH. 150' MAX. BROOMED FINISH PERPENDICULAR TO PEDESTRIAN TRAVEL (TYP.) EXPANSION JOINT (TYP.) SEE DETAIL "A" EXPANSION JOINT (TYP.) SEE DETAIL "A" 4" SHINE 2" SHINE FINISH FINISH 4" 4" 2" 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 150' MAX. O.C. SEE NOTES JOINT, 5' O.C. SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION 4" 1.5% 30 LB ROOFING FELT, 6 MIL PLASTIC SHINE MAX OR APPROVED EQUAL DRIVEWAY FINISH SIDEWALK SEE NOTE 6 1.5% 41I f- 4" CONCRETE PER WSDOT STD. SPECIFICATION 8-14 4" MIN. ZII 2" CRUSHED SURFACING 6" CEMEN CONCRETE DRIVEWAY APRON 3/8"x FULL DEPTH TOP COURSE AND GUTTER FOR RESIDENTIAL DRIVEWAYS. EXPANSION JOINT 8" REINFORCED CEMENT CONCRETE APRON MATERIAL, SEE CURB, GUTTER AND SIDEWALK CROSS SECTION AND GUTTER FOR COMMERCIAL DRIVEWAYS. NOTE 1 DRIVEWAY CROSS SECTION NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8" x FULL DEPTH AND SHALL BE PLACED AT 150' O.C. SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4" WIDE BY 25% SLAB DEPTH; 1" DEEP FOR 4" SLAB, 1.5" DEEP FOR 6" SLAB, 2" DEEP FOR 8" SLAB, AT 5' SPACING. 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB & GUTTER AND SIDEWALK AT P.C. & P.T. AT ALL CURB RETURNS AND ALL ANGLE POINTS. F RE 4. FORM AND SUB -GRADE INSPECTION 0 WAShr1 REQUIRED BEFORE POURING CONCRETE. 5. EXPANSION JOINTS IN SIDEWALKS AND CURBS SHALL BE ALIGNED WITH EACH OTHER AND NOT OFFSET. 38296 6. DESIGN SIDEWALK CROSS GRADE SHALL ��� GISmF74Z�� BE 1.5%. CONSTRUCTION TOLERANCE ��S NAL SHALL BE 1% MIN AND 2% MAX. ZO 7. WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3' WIDE PANEL ACROSS LATERAL, USE EXPANSION JOINT, SEE KENT STANDARD DETAIL 3-1. 8. ACCESS COVERS, JUNCTION BOXES, CABLE VAULTS AND OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP -RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT EXPANSION AND WASHINGTON CONTRACTION/CONTROL JOINTS ULSIGNLU '-u^ DRAWN COK SCALE NONE STANDARD PLAN CHECKED COK DATE 9/2020 6 - 3 5 ENGINEER E J I W MO N MADE I N U S A TACK COAT (TYP.) 7" CASE RISERS - EAST JORDAN IRON WORKS TACK COAT (TYP.) FOGTITE CASE RISERS - FOGTITE METER SEAL CO. DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 1' 10 30' TRAFFIC DIRECTION 0 0 0 0 0 0 0 0 0 4" GAP VARIES (300' MAX.) 5' 2.5' TWO WAY LEFT TURN LANE 0 0 0 0 0 0 0 0 0 TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION ad 20' 8" WHITE LINE 0 o TYPE 2W RPM TYPE 2YY RPM o 0 �� 20' 4" GAP 4" GAP � 4" YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11'1. IN 30' 11' 30' D �o TYPE 2W RPM 137 � TYoPE 2Y RPM 4" WHITE LINE TRAFFIC DIRECTION 4 YELLOW LINE TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 6' 8' 0 0 0 n a�TYPE 2W RPM 4" WHITE OR YELLOW LINE 4" GAP 8" WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION 3' 9' 21'(TYP.) 18" YELLOW BARRIER 1„ LINE �I TYPE 2W RPM�B� 90 $ � OR 8" WHITE LINE �j DROP LANE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED TRAFFIC DIRECTION NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN BARRIER LINE �� ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF �� �� OF WA,Q1 KENT. A COPY MAY BE OBTAINED UPON REQUEST. NOTE: 1. SEE SECTION 6.12.B FOR PLASTIC CITY OF KENT ENGINEERING DEPARTMENT MATERIAL SPECIFICATIONS. • KENT TYPICAL LANE MARKINGS 2. RAISED PAVEMENT MARKERS (RPM'S) d� 38296 �� WASHINGTON SHALL BE INSTALLED PER WSDOT 0 I ymF7�� �� DESIGNED COK SCALE NONE STANDARD PLAN STANDARD SPECIFICATIONS 8-09, DRAWN COK 9-02.1(8), 9 26.2 AND 9-21. NAL � CHECKED COK DATE s/zozo 6-74 Crn ENGINEER APPROVED DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 0 24" WHITE THERMOPLASTIC EQUALLY 0 CROSSWALK LINE SPACED (TYP) ui a!z Lu z 24" w ui > F o l 1 10' ui ui z w 4' MIN 12" O 0 I 0 O O 0 I O 0 12"-24" WHITE STOP LINE, TIRE TRACKS (TYP.) WIDTH AS DIRECTED BY THE ENGINEER * TYPICAL 4 LANE ROADWAY CONFIGURATION * NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME 4. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. CONFIGURATION APPLIES, CENTER THERMOPLASTIC BARS ON THE LANE LINES, AND IN THE CENTER OF THE TRAVELED 5. THE CROSSWALK WIDTH IS 12' IN DOWNTOWN OVERLAY PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE DISTRICT. THERMOPLASTIC. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER �-U AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF �� OF WAShr1 KENT. A COPY MAY BE OBTAINED UPON REQUEST. 44 �� CITY OF KENT CQ ` -w' ENGINEERING DEPARTMENT •T THERMOPLASTIC CROSSWALK KENMARKINGS 38296 WAt NINOTON 0 GIST �� DESI NED COK COK SCALE NONE STANDARD PLAN �gIOIVAL �CHECKED COK DATE 9/2020 6-75 ENGINEER APPROVED DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 5'-9" f� �1 V-8" 0 N 0 zo 0 N rl 0'-60'-6"r NOTES: 3'-7" 0'-6"� 1. THERMOPLASTIC TYPE 'A' MATERIAL SHALL BE USED, UNLESS 3. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. DIRECTED OTHERWISE BY THE ENGINEER. PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22, MATERIALS PER WSDOT 9-34. 2. GLASS BEADS (PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. �FFREY LENGTH VARIES pF WAS,yI 12"-24" WIDE WHITE STOP BAR, WIDTH AS DIRECTED BY THE ENGINEER STOP BAR DETAIL38296Q� �w4� AL DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 0 Ln w z w J ti w J Q w Z Z_ O O NOTE: uj SEE STANDARD PLANS 6-73 OR 6-74 uj FOR LANE MARKING LAYOUT. z CD 0 uj 0 z J J J LU } F w Z J w ?v 0 Q z g z J Q 0 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� OF WASNI THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT LEFT TURN POCKET KENT AT END OF TWO WAY 38296 � "'"'"'"'T'" LEFT TURN LANE LAYOUT STF]g� �'�� DRAN/NED C0K SCALE NONE STANDARD PLAN SSIONAL CHECKED COK JDATE 12A2019 p APPROVED ENGINEER v DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D ATTACH SIGNS 30" AND UNDER WITH 2 DRIVE RIVETS AND BLACK INSULATED WASHERS, SEE NOTE 5 ATTACH SIGNS 36" AND OVER WITH CORNER BOLTS AND BLACK INSULATED WASHER, SEE NOTE 6 SEE NOTES 9 AND 10 [GN POST SQUARE 2"x 2", I GAGE. ALL HOLES ZE-PUNCHED DRNER BOLT, =E NOTE 6 o V /-- FINISHED GRADE v 0 0 0 0 ° SET FOUNDATION ON ° UNDISTURBED NATIVE SOIL ° OR COMPACTED MATERIAL 0 ° SET ANCHOR PLUMB AND ° TRUE, SEE NOTE 3 0 o CONCRETE BASE SHALL BE 0 POURED IN PLACE AROUND ° ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING THE ANCHOR 6" MIN. NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE, OR APPROVED EQUIVALENT. 2. FOR IN -SIDEWALK INSTALLATIONS, CORE AN 8" DIAMETER HOLE PRIOR TO EXCAVATION. 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24" OR SIGN POST BASE PLATE INSTALLATION TYPE B (SEE DETAIL 6-82b) MAY BE USED; ONLY IF APPROVED BY THE CITY OF KENT. ANCHOR SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B, 7 GAUGE, 2 1/2"x 2 1/2" TELESPAR ANCHOR OR APPROVED EQUIVALENT. 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A1011 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE 7/16" DIAMETER PRE -PUNCHED HOLES ON 1" CENTERS FULL LENGTH, FOUR SIDES. i 38296 HEAVY DUTY BUCKLE TYPE 201 3RACKET aL 5/16" X 1" SS BOLTS WITH BLACK INSULATED WASHERS MOUNTING ON STREET LIGHT STANDARD OR SIGNAL POLE 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER 6. CORNER BOLTS TO BE TL070M. JAMNUTS TL062 AND 3/8" GALVANIZED WASHER WITH BLACK INSULATED WASHER. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS. 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE MAINTAINED BY THE PROPERTY OWNERS. 9. ALUMINUM SIGN BLANK THICKNESS; WARNING AND REGULATORY 30" AND UNDER - 0.080". WARNING AND REGULATORY 36" AND OVER - 0.125" 10. SHEETING MATERIAL: WARNING AND REGULATORY - 3M HIGH INTENSITY PRISMATIC SCHOOL SIGNS - 3M DIAMOND GRADE DG3 LEGENDS, SYMBOLS AND BORDERS - 3M ELECTROCUT FILM DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D STOP BAR CENTER OF LANE+ A � A LOOP SERIES NUMBER A B TO ADDITIONAL LOOPS WHERE APPLICABLE — LOOP SERIES NUMBER B CONDUIT STUBOUT, SEE STANDARD PLAN 6-99 #14 TWISTED PAIR WIRE TYPE IMSA 51-3, 3 TWISTS PER FOOT TO CONTROLLER I * AF1 1 *AS s w 0 J 0 co o U w U Q K a0 0Lu * BF 0 JUNCTION BOX "' NOTE: STOP BAR LOOP WINDING DETAIL TO ADDITIONAL LOOPS WHERE APPLICABLE CENTER OF LANE B T ,s, B I A A #14 TWISTED PAIR WIRE TYPE IMSA 51-3, 3 TWISTS PER FOOT WEARING COURSE (TYPICAL FOR SECTIONS A, B & C) M • • • 0.25" MINIMUM WIDTH SAWCUT SECTION A -A —2C(S) LEAD-IN CABLE IMSA 50-2 —LOOP SPLICE M (TYPICAL) • • S=START F=FINISH 0.50" MINIMUM WIDTH SAWCUT * =LOOP NUMBER SECTION B-B NO BACKER RODS ALLOWED. JUNCTION BOX *F *S S=START F=FINISH * =LOOP NUMBER SINGLE LOOP WINDING DETAIL NOTES: 1. SEE KENT STANDARD PLAN 6-99 FOR CONDUIT STUBOUT DETAIL AND INDUCTION LOOP INSTALLATION NOTES. 2. SEE KENT STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT DETAIL. VFRU of WA 38296 �0� �I rS TFJg�� ��gIONAL 2C(S) LEAD-IN CABLE IMSA 50-2 TO CONTROLLER M 0.50" MINIMUM WIDTH SAWCUT SECTION C-C (ASSUMING TWO LANES OF LOOPS) SCOTCH 06147 ELECTRICAL MOISTURE SEALANT TAPE SIDE VIEW Z END VIEW SOLDERLESS,CRIMPED, NOTE:CUT WIRE NON -INSULATED BUTT SPLICE LOOP SPLICE DETAIL 6"1' - 0" DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 700 PAVEMENT MARKINGS STANDARD PLAN NO 722 2'-53/4» 68' ' o o \ � \ , 03�4 II�� r 8Y2„ 6y2 00 1 ' R=5'—103/4» 2'-9Y2 64» 722A LEFT & OBLIQUE LEFT ARROW REV DATE: JUL 2019 /Z � R M � 1'-10Y2" 722B RIGHT & OBLIQUE RIGHT ARROW REF STD SPEC SEC 8-22 AN, in AK wl OPTIONAL MOVMENT ARROWS City of Seattle NOT TO SCALE WITH OBLIQUE ARROWS 2020 Edition City of Seattle Standard Plans for Municipal Construction 212th Preservation – GR Bridge to Orillia/Almaroof A - 2 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 WSDOT STANDARD PLANS ROADWAY CONSTRUCTION A-40.20-04 Bridge Paving Joint Seals (2 sheets) DRAINAGE STRUCTURES AND HYDRAULICS B-30.15-00 ADA Grates for Rectangular Frames B-30.70-04 Circular Frame (Ring) and Cover CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-04 Cement Concrete Curbs F-10.64-03 Precast Dual Faced Sloped Mountable Curb F-30.10-04 Cement Concrete Sidewalk F-45.10-02 Detectable Warning Surface SITE PRESERVATION AND EROSION CONTROL I-40.20-00 Storm Drain Inlet Protection ILLUMINATION, SIGNALS, AND ITS J-20.15-03 Accessible Breakaway Pedestrian Pushbutton (PPB) Post J-20.26-01 Accessible Pedestrian Pushbutton (PPB) Details (sheet 1 of 2) IS-2 APS PPB Extension Detail IS-12 Typical Pedestrian Pushbutton Post Placement ROADWAY DELINEATION M-20.20-02 Profiled and Embossed Plastic Lines DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D ^� SAWCUT SAWCUT j SAWCUT SAWCUT �1, 1W I , � i I rc 12•• 1n•• 1n" i^ HH12" 1" LL (SEE NOTE 2) I (SEE NOTE 2) 1/4"+/- 118" -1 (SEE NOTE 2) 1/4„+/ Ire„ (SEE NOTE 2) m i i -1I o ^ NEW HMA NEW HMA NEW HMA NEW HMNEWHMA NEW HMA D >Q 0 0 r r --- ................... n o n > ------------------------- > 0 D 4 nD Dp e N CONCRETE CONCRETE EXISTING D EXISTING EXISTING > EXISTING CONCRETE ASPHALT CONCRETE ASPHALT D ASPHALT a ASPHALT DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 112 INCH JOINT SEAL AT END OF CONCRETE 1 INCH JOINT SEAL AT END OF CONCRETE 112 INCH CONCRETE ASPHALT BUTT JOINT 1 INCH CONCRETE ASPHALT BUTT JOINT NOTES 1. Use the 112 inch joint details for bridges with expansion length less than 100 feet and for bridges with L type abutments. Use the 1 inch joint details for other applications. Use Detail 5 on steel trusses and timber bridges with Concrete deck panels. 2. Sawcut shall be as described in Standard Speclfleadon Section 6-05.3(8) and sealed in accordance with Standard Specification Section 5.05.3(8)B. CLEAN AND SEAL SAWCUT AND CLEAN AND SEAL SAWCUT AND (LEVEL WTH CONCRETE) EXISTING JOINT (LEVEL WITH CONCRETE) EXISTING JOINT 3. The Contractor shall avoid sawcutting concrete at all locations. For Details 1 and 2, the construction tolerance to locate the IN ACCORDANCE WITH j IN ACCORDANCE WITH sawcut is 114 inch (0 min. to 112 inch max.) from the Concrete. STANDARD SPEC. I STANDARD SPEC. SECTION 5U1.3(8) I SECTION B-81.3(e) 1n" ISLE NOTE 2) 1„ (SEE NOTE 2) 4. For Details 1, 2, 3, and 4, the item "HMA SAWCUT AND SEAL" shall be used for payment. For Details 5 and 6, the item I—. . "PAVED PANEL JOINT SEAL" shall be used for payment. For Detail 7, the item "SEALING EXISTING I i I I LONGITUDINAL AND TRANSVERSE JOINT' shall be used for payment. HMA HMA JOINT CLEAN AND SEAL (LEVEL WITH CONCRETE) IV � � WATERPROOF HMA HMA IN SECTION 1.3(g WITH STANDARD SPEC. MEMBRANE WATERPROOF VARIES ' SECTION 5-0f.3(8) 3/8'+/_1/8" 3/8'+/_1/8' MEMBRANE -tI i D D D D A,..NCRETE ORAKhMghi, Bij. CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE 3ya+vKhaleglu%JennzolTII:BBAM BRIDGE PAVING JOINT SEALS STANDARD PLAN A-40.20-04 SHEET 1 OF 2 SHEETS FOAM BACKER ROD FOAM BACKER ROD FOAM BACKER ROD APPROVED FOR PI PUB eICAATION DETAIL 5 DETAIL 6 DETAIL 7 �O —1—N-EER 112INCH PAVED PANEL JOINT SEAL 1 INCH PAVED PANEL JOINT SEAL CONCRETE OPEN JOINT WaahlnBron SmNe Pepammenl nl Tmnspnnvinn PATCHING LIMIT NOTE: 1'- 0" MIN. REMOVAL ALL WORK MATERIALS, & EQUIPMENT TO COMPLETE BEYOND DAMAGE - (TVP.) REPAIR SHALL BE CONSIDERED INCIDENTAL TO FOR LONGITUDINAL AND THE ITEMS FOR NMICH PAYMENT IS MADE TRANSVERSE DIRECTION - SEE STANDARD SPEC. SECTION 5-05.3(22) FOR PLANER DAMAGE MORE PAVEMENT SLAB THAN 1A" (IN) DEEP PLANED SURFACE HAND REMOVAL SHALL BE 3" (IN) MIN. OR 3W (IN) BELOW TOP REBAR - ALL REMOVAL, FORMING AND PATCHING WILL BE IN ACCORDANCE WITH STANDARD SPECIFICATION SECTION 608.3(6) FOR BRIDGE DECK OR APPROACH SLAB DETAIL 9 PLANER DAMAGE DETAIL I-- BUTT JOINT EXISTING HMA I NEW HMA VERTICAL EDGE - TACK COAT IN ACCORDANCE V41TH STANDARD SPEC. SECTION 6.04.3(4) DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D CONCRETE STRUCTURE, PAVEMENT, BUTT JOINT BETWEEN CONCRETE AND ASPHALT - ORAPPROACH SLAB SEE DETAIL3OR4,SHEETI 3" (IN) MINIMUM HAND REMOVAL IS INCIDENTAL ,k TO ITEMS FOR WHICH PAYMENT 3„ IS MADE MIN PLANED SURFACE IF NECESSARY, REMOVAL, HAUL & COMPACTED HMA OR BASE COURSE FOR MINOR PAVEMENT REPAIR IS INCIDENTAL TO OTHER ITEMS FOR WHICH PAYMENT IS MADE DETAIL 8 CONCERTE TO ASPHALT BUTT JOINT PLANING DETAIL CONCRETE STRUCTURE. PAVEMENT. , BUTT JOINT BETWEEN CONCRETE 4: 1 SLOPE L 6" (IN) WATERPROOF MEMBRANE LAP, COVERED WITH HEAVY WRAPPING PAPER OR OTHER MEMBRANE PROTECTION ACCEPTED BY THE ENGINEER DETAIL 11 LONGITUDINAL PAVEMENT JOINT DETAIL WITH WATERPROOF MEMBRANE TRANSVERSE PLANING FOR A VERTICAL EDGE OR AS AN ALTERNATE, 0.15' (FT) DEEP SAWCUT PRIOR TO HAND REMOVAL OF HMA- ALL WORK IS INCIDENTAL TO ITEMS FOR WHICH PAYMENT IS MADE - PLANED SURFACE DETAIL 10 ASPHALT BUTT DETAIL (SHOWING VERTICAL EDGE) SEE BRIDGE PAVING JOINT FINAL SEE DETAIL 10, THIS SHEET SEAL DETAIL 3OR 4, PROFILE FINAL LIFT EXISTING HMA PAVEMENT SHEET 1 0.16' (Fn HMA 0ROFILE . 2% MAX._ MIN. �o MIN. = UMIT _ OF EMEN OF PAAVV REPAIR DEPTH EXCAVATION SHALL NOT DISTURB THE BASE COURSE SUPPORTING THE EXISTING PAVEMENT ABUTMENT COMPACTED HMA CLASS 1Z' (IN) PAVEMENT SEAT ADDITIONAL HMA OR BACKFILL WITH TACK COAT AS SPECIFIED BY THE ENGINEER DETAIL 12 PAVEMENT REPAIR AT BACK OF PAVEMENT SEAT (BRIDGE WITH HMA NOT SHOWN) NOTES FOR DETAIL 12: PAVEMENT REPAIR AT BACK OF PAVEMENT SEAT 1. Final profile grade shall transition per Standard Plan A-60.30 to the existing profile and use Vertical Control per Standard STAGE 1 HMA NOTCHED WEDGE JSPEZOINT IN ACCORDANCE Specification Section 6-04.3(3)C. COMPACTED HMA i WITH STANDA STAGE 2 HMArION 5-09.3(12)B 2, The length of pavement repair for measurement and payment is i the curb distance, measured along the back -of -pavement seat. IIF TEMPORARY HMA IS USED, REMOVAL Placement will be in accordance with Standard Specification BY HAND METHODS IS REQUIRED TO Section 504.3(9). I NOT DAMAGE MEMBRANE i 3. Payment for final lift HMA is Considered incidental to the item i STAGE 1 REMOVAL LIMIT Pavement Repair, unless specified otherwise in the plans. SPROOF ! I TEN MEMBRANE STAGE 2 4. Mix design, design & acceptance is Commercial HMA, unless g g WATERPROOF TO BE R I PROTECTION TO BE REMOVED WATERPROOF PROTECTION specified otherwise in the plans. MEMBRANE I IN STAGE MEMBRANE i 5. Additional backfill up to one (ix) cubic yard is considered I I incidental to the item Pavement Repair. ____ ______ _______ I SEE LONGITUDINAL PAVING V ,D: -- - V '. _ . - , V JOINT DETAIL, THIS SHEET •• V UNIFORM RECESSED DRAIN HMA DEPTH CONCRETE DECK RAISED BRIDGE �� ROADWAY DRAIN ASPHALT TACK COAT ON MEMBRANE — 6" (IN) MIN. LAP MEMBRANE PRIMER BRIDGE DECK REPAIR PER MFG. SPECIFICATIONS & CURE WATERPROOF MEMBRANE (NP) ISOMETRIC VIEW BACK OF PAVEMENT SEAT WATERPROOF MEMBRANE PLACEMENT NTH TACK COAT ��oo rae AFAR l}�� �8ION AL g�D Kh.kghi, Rip. OtfR KAO4legJW% Jm 17 2017 11:07 AM BRIDGE PAVING JOINT SEALS STANDARD PLAN A-40.20-04 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION L���j Iro in zuzzz ns rro _ oesicx eucix WaaM1lnBron Sroro Uepanmenl nl Tmnspnnvxnn DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D PLAN VIEW GRATE FRAME FOR DETAILS NOT SHOWN, SEE STANDARD PLAN B-30.10 7 NOTES 1. Bolt -down capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 2 holes in the frame that are Vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC x 2" (in) Allen head cap screw by being tapped, or other approved mechanism. Location of boltdown holes varies by manufacturer. 2. All grates shall be 20" (in) x 24" (in). 3. Grate a0emafives shown for informational purposes. Grate design varies by manufacturer and must meet ADA requirements. 4. Refer to Standard Specification Section 9.05.15 and 9.05.15 (2) for additional requirements. PLAN VIEW PLAN VIEW GRATE GRATE ALTERNATIVE 1 ALTERNATIVE] ISOMETRIC VIEWS (GRATE ALTERNATIVE 1 SHOWN) PLAN VIEW GRATE ALTERNATIVE 3 �oAd �BOf STS- �� pp f�nn �9rONAL 6�G GG ADA GRATES FOR RECTANGULAR FRAMES STANDARD PLAN B-30.15-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION '� rN.erivmii*�eAu _ ors [uciry WusNnemn SmroEC:W mm.m er Tmnennnetlan DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Ni- H 318" VZZZAI BLIND PICK NOTCH DETAIL "A" i WASHER /, 8" (SEE NOTES) j 1/4- (IN) DOVETAIL GROOVE WITH NEOPRENE GASKET (SEE NOTES) BOLT -DOWN / WATERTIGHT DETAIL"B" RING PLAN 27 518" 26 3/8" 5I8" /TJh z4' 34,re" RING SECTION Op SKID GROOVE PATTERN - SEE DETAIL SEE DETAIL "A' I TOP BOTTOM ----- ----' I COVER PLAN SEE DETAIL "A" Id - COVER 5/8" SECTION OB (SEE NOTE 7) SEE DI RING PLAN 27 518" 26 318" f°� S B" za" 26 3/a" 3a vs" RING SECTION Op SEE DETAIL "A" TOP..... _ BOTTOM '-/- ----' i COVER PLAN SEE DETAIL "B" SEE DETAIL "A' , I SB" COVERSECTION OB (SEE NOTE 7) NOTES 1. The gasket and groove may be in the seat (frame) or in the underside of the cover. The gasket may be 7' shaped in section. The groove may be cast or machined. 2. Bolt -dawn capability is required on all frames, grates, and covers, unless specified otherwise in the Contract. Provide 3 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S) 5/8" - 11 NC x 2" (in) allen head cap screw by being tapped, or other approved mechanism. Location of bolt down holes varies by manufacturer. 3. For bolt -down manhole ring and covers that are not designated "Watertight," the neoprene gasket, groove, and washer are not required. 4. Washer shall be neoprene (Detail "B"). 5. In lieu of blind pick notch for manhole covers, a single 1" (in) pick hole is acceptable. Hole location and number of holes may vary by manufacturer. 6. Alternative reinforcing designs are acceptable in lieu of the rib design. 7. For clarity, the vertical scale of the Cover Section has been exaggerated, it is 1.5 times the horizontal scale ((H:1.5V). STANDARD BOLT -DOWN I WATERTIGHT TYPE 1 TYPE 2 ISOMETRIC VIEW Ij^ Ihtl a SKID GROOVE PATTERN DETAIL �oAd �B�f ITBi'$� �9rORAL 6�G 0 p .p Heilmvt /utle �"w-� riL 203019 i2:551'M CIRCULAR FRAME (RING) AND COVER STANDARD PLAN B-30.70-04 SHEET, OF, SHEET APPROVED FOR PUBLICATION _ ENOIN Woa6lnsron SmNe D.—.1m f imnse-A.n DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D FACE OF CURB VARIES 12" TO 24" FACE OF CURB VARIES 1" 10"TO 22" V (SEE CONTRACT) MATCH ROADWAY MATCH ROADWAY SLOPE - �SLOPE •1" (IN) R. - mROADWAY ROADWAY N) Rs .12"•IIN).. e. 12"QN),R.e .� 12" (IN) R. J DUAL -FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER CEMENT CONCRETE OR o - ASPHALT CONCRETE SIDEWALK OR PATH 3l8" (IN) PREMOLDED JOINT FILLER (VN-IEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB FACE OF CURB FACE OF CURB VARIES 12' TO 24" VARIES 1" 1 , 10" TO 22" , 1" V (IN) R. ROADWAY DUAL -FACED CEMENT CONCRETE TRAFFIC CURB 1" (IN) R. c ROADWAY — FACE OF CURB FACE OF CURB 6 12" VARIES FROM 6" ( TO 0" (IN) - MAINTAIN 1H : 6V SL SLOPE 1" (IN) ON SIDE OF CURB VVARIES 1" (IN) R. MATCH ROADWAY SLOPE 1/2" (IN) R. ----- R. MATCH ROADWAY SLOPE la" (IN) ROADWAY R. 2 12" (IN) ROADWAY 1'- 6" \ CEMENT CONCRETE TRAFFIC CURB AND GUTTER 0. 2.0 LLp j f FLUSH WITH GUTTER PAN AT CURB iO RAMP ENTRANCE - 12" (IN) VERTICAL /.� > LIP AT DRIVEWAY ENTRANCE DEPRESSED CURB AND GUTTER SECTION AT CURB RAMPS AND DRIVEWAY ENTRANCES �• CEMENT CONCRETE 12" (IN) R. II�•{I CURB RAMP, LANDING, 1" (IN) OR DRIVEWAY R ENTRANCE VARIES FROM 8" (IN) TO 0" (IN) 6" W." (IN) PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES FACE OF CURB 6 1/2" 5 12" 1' 1/2" (IN) R. 1" (IN) R. ROADWAY CEMENT CONCRETE TRAFFIC CURB NOTE 1. See Standard Plan F-30.10 for Curh Expansion and Contraction Joint spacing. See Standard Specification, Sections 8-04 and 9-04 for additional requirements. FACE OF CURB 7 1/4" 3" 4" 1 12" (IN) R. 112" (IN) R. ROADWAY B 114" MOUNTABLE CEMENT CONCRETE TRAFFIC CURB 9oA� 9B0f STS BsrONAL 6�0 Michael S 1reftblre1anenbyM—�S Fleming z - I CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION [J �� Data: 2020.08.24 07:57:43-07'ad. _ s .1 WoaMnebn Slob Depa,M1nnl nl imnseub6nn DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D .--_-..- ___—__._._______--- 11rz" TOP I.R.0 CLR. NOTES 1. The dual faced curb may be constructed by using two precast sloped mountable curbs (longitundinal halves) so long as the installation is consistent with the dimensions shown in the plan. 2. Reinforcing steel shall conform to Standard Specification 9-07. �4' S-0' � III 25/B" 7(IN)R Y"" IirM, BAR (TYPJ 2" (IN) R. 2" (IN) R. b� _.........________' _, • J�� ... ... ... ... ... T , ! yq. I 4" SIDE c4" +� r RYP.I p FRONT 24 x 20 TAPER BLOCK BACK 2 818" �I�YOM R. YOM R. T I � a b" za' mP') FRONT ON)R. Y (IN) R. q. • 78„ (TYPJ FRONT 11rz" TOP CLR. CLR. NLy" (IN) 9-1 BAR (TYP.) L R Y�MR 2"31/4" SIDE C 4" 20 x 16 TAPER BLOCK ITYP) 16 - BACK 7 w 2" CLR. TOP CLR. 2 (IN) R. M3 BAR (TYP.) vL 7 - 8" MIN. S-0 MAx. C3" I� 741/4-� SIDE (��) 1Y DUAL SLOPED BLOCK END 11/Y 1'-11" CLR TOP Y (IM R. �93BAR(IrYl.) C� S7-8 MIN. a -0 MAX Y (IN) R. ... _...__. 2" ON) R. . 3" Y 'I (T1'Pd tY -Ir SIDE END NOSING BLOCK NOSING BLOCK DUAL SLOPED BLOCK 18. 12 TAPER BLOCK 20 . 18 TAPER BLOCK --------------------------- 24 • 20 TAPER BLOCK 11rz" TOP CLR. CLR. 2"ONIR 63 BAR(TYP) ___________________- 2. ON) R. Y:v SIDE a3" (TYP1.) 12" 16 x 12 TAPER BLOCK BACK ISOMETRIC VIEW � O,t�CH, P9gc O �O .f 4557 ��y9IONAL %�6,4 '/`/'ti!•�"-•('/'� APr2220149:21 AM PRECAST DUAL FACED SLOPED MOUNTABLE CURB STANDARD PLAN F-10.64-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION � Esc.D.,....- .ENGINEER ... rrA..wnal.. DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 1'-0" 6" SIDEWALK FOR SIDE TREATMENT SIDEWALK 6112" (SEE CONTRACT) 1' - 0" 1' - 0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) ROUNDING I I 20% 1 1/2" (IN) R. INCLUDED IN BID ITEM - 1/2 (IN) R. (TYPJ 1 2.0%MAX. � a 20%MADARD PLAN F+10.12 1J •...:.....:.' ... �'�S A�Q�R ZSEE RAISED EDGE 3/8" (IN) PREMOLDED SEE CURB FACE DETAIL DETAIL - THIS SHEET JOINT FILLER WITH RAISED EDGE MONOLITHIC CEMENT CONCRETE 1 FINISHED GRADE E (IN) BELOW TOP OF CONCRETE SURFACE CURB AND SIDEWALK 2' - 0" SIDEWALK NOTE MIN. (SEE CONTRACT) 1/2- (IN) R. (TYPJ 1. Gratings, Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other ROU CURB NOT INCLUDED IN BID ITEM - appurtenances within the Sidewalk must haVe slip resistant surfaces, be flush (DING -2.0% 1 2.0% MAX.SEE STANDARD PLAN F-10.12 with surface, and match grade of the sidewalk. 'J \ 'PRE 31" r�<lpt� ED(IN) WALL OR BARRIER -G{P JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) SIDEWALK SIDEWALK 12"(IN)R. O w J ALL CUT SLOPES MIN. (SEE CONTRACT) in" (IN) R. (TYPJ 2A10� D. • a„01 C ` _0% 1 CURB NOT INCLUDED IN BID ITEM - m - _ AF�P - 2.0% M MAX, LA SEE STANDARD PUN F-10.12 3/8" (IN) PREMOLDED JOINT FILLER G 3/8" (IN) PREMOLDED JOINT FILLER E SIDEWALK ADJACENT TO WALL DETAIL � ADJACENT TO CURB BRIDGE OR PEDESTRIAN RAILING BARRIER - SEE SIDEWALK CONTRACT PLANS (SEE CONTRACT) in" (IN) R. (TYPJ FLUSH CURB NOT INCLUDED IN BID ITEM 2.0% MAX. SEE STANDARD PLAN F-10.12 VERTICAL WALL - 310 (IN) PREM�LDPE�)D SEE DETAIL JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL 3'-0" MIN. FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) SECTIONS 1 1/2" (IN) R. CURB NOT INCLUDED IN BID ITEM - 2.0% MAX (TYP.) SEE STANDARD PLAN F-10.12 FINISHED GRADE 1" (I N) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ADJACENT TO BUFFER STRIP 6" ^ LEVEL 12" (IN) R. E(IN' RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE 1 PREMOLDED JOINT FILLER ( EXPANSION JOINT SEE © 612" CONTRACTION FACE OF CURB JOINT 51/2" 1" '1" (IN)•R.. • p ROADWAY 8" 61Z I CURB FACE DETAIL EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) BROOMED FINISH (TYP.) 4" (IN) WADE, SMOOTH -TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM SEE STANDARD PLAN F-10.12 CONTRACTION JOINT IN SIDEWALK ONLY EXPANSION JOINT IN BOTH CURB AND SIDEWALK ISOMETRIC VIEW JOINT AND FINISH DETAIL 118" TO 1/4" -TI D © CONTRACTION JOINT 5 to l 9oA� 9B�f 9T814�9 ���AD BsrONAL 6�0 Michael S ••awv�••�s Fleming �..z �• ..<.+ .pp CEMENT CONCRETE p SIDEWALK STANDARD PLAN F-30.10-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION pp Data: 2020,09.25 T1� 15:43:50-07'00' _ [rvcirvEER w_'..bn SIOM Depa�M1nen+nl imnepeNoNnn DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D '- A -' A CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY B _ E D - IN. MAX r A lea, 2W SEE TRUNCATED COME DETAIL- THIS SHEET y asor Q D 0.9' 1.40• SACK OFCURS - ��::ll V TRUNCATED D4MB SEE NOTE E ox 0.2" SECTION O r- TAUNCATEOOOYE(WACWG $EE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE TRUNCATED DOME DETAILS MATE" CURB AND GUTTER LANEI wg Y WALLA 8rc DETECTABLE WARNING SURFACE DE O 'OFFSET WALKY"Y CURB RAMP WJWNG SEE NOTE7 MOTH OFpNO: WALKWAY y ^II I, WALI(WAY T WNVLIGNla'Y '} DETECTASLE WARNING SURFACE(OW.)- F - SEE NOTE 3 I' CURB RAMP BACK OF CURB SINGLE DIRECTION CURB RAMP _ PWlE FLARE (GRADE BREAK BETWEEN CURB AND Z LANDING 5 S FT FROM BACK OF CURB} 5¢ jSEE NOTE a) SAGA CF CURB - ! DETECTABLE WARNINI G WHEELCHAIR DIRECTION SEE NOTE 2 SURFACE (DWS) - CURB RAMP LANDING OF TRAVEL SEE NOTE 3 (MOTH OF CURB RAMP WALKWAY I WOTH OF PERPENDICULAR CURB RAMP WALKWAY (SEE NOTE 6) ,I OET SUR SFF NG. wav NOTES 1, Permanent Delectable Warning Surfaces (DWS) shall extend the full width of the curb ramp, ECTABLE WARNING landing, or Other roadway entrance as applicable. Exception. If the Manufacturer of the FACE MW'S) - I requires a concrete border around the OWS. a variance of up to 2" (in) on each aide NOTE 3 of the DWS is permitted. 2, Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in) thick ocncrete pad. The DM panel shall be plaald adjacent 1. the back of the curb and i with no more Than a 2" (in) gap between the DWS and the back of the curb measured at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires a concrete border around the OWS, a variance of up IQ 2" (in) from the back of the curb is permitted (measured at the leading comers of the DWS penal). 3. The mws of truncated domes shall be aligned W be parallel to the direction of travel, and perpendicular to the grade break at he back of curb. To WIDTH of cuRa RAMP, 4. It curb and gutter are not present. such as a shared use path connector. the Detectable CUT -THROUGH OR Warning Surface shall be placed at the pavement edge. a See Standard Plane for sidewalk and curb ramp details. TAIL S. If a cLrb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within Fhe required distance from the rail =B[Ing. 7. When the grade break between the curb ramp and the landing is leas than or equal to 5 ft from the back of CUrb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break_ - —WDTH OF CUT- 8, Glued or stick down Detectable Warning Su rfaras are allowed only for temporary THROUGH (7YP.) Wc� zone applications, r.d^MIN- TYP OF ALL 1 APPilcnnons I MOTH OF GUT -THROWN r NOTH OF CURB RAMP, ISLAND CUT -THROUGH L LANDING, OR WALKWAY UETECTASUF WARNING • DF7FC7MLF WARNING SURFACE (TYP.)+ \ SEE H07ES 3 AND -- - SURFACE LOWS)- r SEE MOTE 3 BACK DE CURB SEE NOTE 2 SINGLE DIRECTION CURB RAMP CETECTASLE WARNING (GRADE BFI BETWEEN CD He AND SURFACE iDWS)• -� LANDING> 5 FT. FROM BACK OF CURB} SEENI 3 a B = (SEE NOTE a) CURB HAVE -. CURB RAMP m'' n WALKWAY -, LANDING WALKWAY RAIL 1p". BACK CF CURB - DETECTABLEWARNING j3� OR SEE NUTS 2 W DTH OF SURFACE (DWS) _ SEE NOTE 3 WALKWAY LANDING ` PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING (SEE NOTE 9) DETECTABLE WARNING SURFACE (DWSI- SEE NOTES. Z 8 4 PLACEMENT GUIDELINES y MW. F�•oF TAsy7�C A o q zeseo 0 4 A� e�I STaQ6 �$ �'s70ti hL �yG Aug 30, 2021 DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-03 SHEET 1 OF 1 SHEET 2 0 aU N DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it Will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). DRAINAGE GRATE I TRIM ORATE FRME a d DRAINAGE GRATE RECTANGULAR GRATE SHOWN RETRIEVAL WSTEI (IYRJ SEDIMENT AND DEBRIS a OVERFLOW BYPASS v � b BELOW INLET GRATE DEVICE O FILTERED J WKTER BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP.) ,s 4 ,e RA11 OF WWINSTDN LANDSCAPE ARoHnsar MARK W.MAURER 8EC110N VIEW ISOMETRIC VIEW CERnFICATE NO.00000 NOTTOSCALE "we "'aaia�W.wneww°�`.e STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET t OF 1 SHEET APPROVED FOR PUBLICATION Pasco BakoBch 111 09-20-07 WmM1h�en 9r. gpnwti MTrmgsrmbn DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 3-(IN) PIPE CAP 3' (INI PEDESTRIAM PUSHBUTTON POET � J� p � J BRACKET ADAPTER (TYP,) GROUNDING OONNECiION - ___ G SEE DETAIL u EQUIPMENT GROUNDING _ i� ANCHOR CONDUCTOR COUPLING - � R (rYP ) BRACKET MP.} FIELD DRILL AND TAP FOR Ili iA4 THREAD BOLT(fYP.) T ANCORFE1 -IIII IIII WOP R)-NO MORE THAN TOP OF FOUNDATION 3M-(IN) CHAMFER _ (TYPJ O 2 6 h EAPLGDED VIEW BREAKAWAY BASE CONNECTOR (SEE NOTE 1) SAV (IN) DIAMETER HOLE PEDESTRIAN PLISHR111T04 POST - 3' Ill STEEL PIPE (SCHEDULE 40) D'1111 PME97RIM7 PUSHBLIT TGN POST - BRACKET ADAPTER r".) r BPACKeT{fYP.) COUPLING BOLT (TYP.) 3• tUN) PEDESTRIAN PUSHBUTTON POST ANCHOR COUPLING ITYPJ EGLIPMENTGROUNDiNG TOP OF PAVED CONDUCTOR SURFACEBRACKET ADAPTERBRACKET (TYP.)COUPLING BOLT R (7YP )ALSERRULE rI-PREMOLnED SHIM(TYP.) ANCHOR FERRUL (1YP.) NI DIAMETER ELECTRICAL FOUNDATION DETAIL 1'IIN) OIAM_ ELECTRICAL CONGUUL 1• TAREAD NOTES POST1.1. See Standard SpeclNcaSon 9-0B.LB for Breakaway Base Connection details. Dimensions ter the parts used To assemble the base connections are intentionally not shown. Sass Connections are patented manufactured products that are in Compliance vnth NCHRP 350 Crash test criteria. The Breakaway Base Connection details —f are only shown on this plan to Illustrate how parts are assembled. 2. See Standard Plan J-2D.2S for Accessible Pedestrian Pushbutton details. b 3. Secure conductor in adjacent JLnOon Box per detail In Standard Plan J-ZBi i 4. Aiii shoAn in the plans. Install plaque (R70-32P} "PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14' (in) to post height i tb aGCammcdat0 plaque and leave a 2" (in) space between signs- 9 �\ S. Mounting distances vary between manufadurers. See manufacturers reccmmendations for moii information. 9 S. Juntlwn Box serving the Standard shalt preferably be located 5' - 0" (1d - D" Max.) From the Standard. i m x PIPE CAP 119 6TAINLESS STEEL �br TOP OF POST FLAT WASHER (TYP.) V4" (IIQ x 1 1!4" (IN) LONG `STAINLESS STEEL 7HREALED STUD r g POST 1M41— THREE IA- (Ir0 STNNLESS rF EQUIPMSTEEL HEX NUTS ROLECENTGRDONDINGCONDOCTORANDFOLL ClRCLECRIMP-0N CONNECTOR -ENDED C A IMP WINUFACTllRERE RECOMMENDED CRIMPER POST DETAIL GROUNDING CONNECTION DETAIL • WELD MD TO POLE WALL TO MAXI MUM EXTENT POSSIBLE - it? (M} MINIMUM WELD t° CONFIGURATIONS VARY"ONG DIFFERI MANUFACTURERS (SHOWN EXPLODED FOR CLARITY) EDGE OF SHOULDER TCP OF FOUNDATION I ANCHORCOUPLING IrY'P.) CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GLUE PVC IIUB-OOT) EDGE LINE DETAIL O 105Epy 7 F "< o'AB Pal 9TtiY'� \� �S101VAL m"wzolao.zs rm ACCESSIBLE BREAKAWAY PEDESTRIAN PUSHBUTTON (Pli POST STANDARD PLAN J-20.15-03 SHEET 1 OF t SHEET APPROVED FOR PUBLICATION I1 Q/rlr Jun 30 2014 3:11 PM Eayy wmnl"p.� srs. o�u,r.e ra�a.�ar.n DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D i ACCESSIBLE STABr STNBD109w 91ATiB6 c ATTACH SIGN TOADAPTER - 114-0.�"STAINLESS PEDESTRIAN PUSHBUTTON ® WRF Fr A ® Wad RF ymw„ ® Xh[l�RK yomw STEEL SCREWS (TYP,) (APB) ASSEMBLY I!M Rih Dm�9 �• RMO� I<•'lr RiiihD�V �F EBdYd FYI 'W1` [`Ytl ®Tim is 4 THE IRYMB ® TRF S A w ® LRiri+9 DRYG� 6M1iM DaLLIeY ® ATTACHADAPTEHTOPUSH. ® �OYT OL86 ® BOR Bb98 ® BdTT TAD49 BUTTON STATKIN-1I1' DIAM. N HERS NK H05 LONG ig (3W ELA RISII BUFftN P11&H BURPN RISH BUTTUN NSDL NCR SLEEVE R10-ft"GHT) RIC. (LEFT) ftl 3 (MOD.) PEDESTRIAN PUSHBUTTON FRAME ADAPTER PEDESTRIAN PUSHBUTTON INSTRUCTIONAL SIGN WIRE I PERSPE KEY PACE PLATE 2 1142p . S16• LORD STAINLESS STEE 3 44-]I AINLESSSTEELSCREWS C PUSHBUTTONFRAMEADAPTER 5 114-YD STAINLESS STEEL BOLT W T V AND LACK WASHER 6 PUSHSUTTONSTATION 7 DRILL AHD TAP SNRFT FOR 114• pW,T BOLT 8 DRILLANDTAP SHAFT FOR'WR'WIREGVIUE HOLE -ADD INSULIN6 METAL POLE INSTALLATION PPB-M i2w ISOMETRIC VIEW (METALPOLEEHOWN( lose py °a �o q aasxo o N %S �IcYc AB Pal 9TSR� �$ ��1�6 PS�aNhL aH0 ACCESSIBLE PEDESTRIAN PUSHBUTTON (PPB) DETAILS STANDARD PLAN J-20.26-01 SHEET 1 OF 2 SHEETS APPROVED FOR PLJBIJCATION Pasco BakotfchlH TH2M2 �. wwtil� Psa. o�u,r k na�. DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 1.S pIPMETER Si1:ELTlI�- Volk- nNEBOTH ENpONLYN—SEL ENn S.R - STWNLESSSTEEL SET SCREW ON RESNEp END ® our WAY — Nm BlYW ®11.[16YIER AN�APNII� APSPHSHS4f. MOTIHGLUNEN iSH - REFlERE5 pNLYI- tS�'eRE+NO NSTALWitON 1� pER FwxLFMTURERB `� SIeNA1 POSE RECOMMENpATIpN iBfa084 � �� © GU PLATE WITN CABLE TOp� GuioE ieko.EI 6-j 7.rclANSM SI ELTUBE+ \ 77 BNO-79NC 71KB LONUSS I—Ep La1E EH� ONLY NEX HEAD BOLT ANO S.$ LOCK MNBHER MP4 DMIETER &TESL ME - '—L EI - TNnEi1nE0 EOTN ENDS rHR .Dsores ENDS ELEVATION VIEW ELEVATION VIEW WITH APS INSTALLED EXPLODED VIEW NOTE See Standard Specification Section 9.29.17 for additional matenal requirements, inclUbing painting of all pipes, elbows, and hLb plates. APS PPB EXTENSION DETAIL b. n.ssuai.w,a�,.•"anwtu .Qtwacm,.b„n.w F I PPE N. „�• rEo.Alo PRa.Na I I L i est—j I I I ? I IS-2 oeanxeoer �-� orrEmo Br Washln9ton Stare .m curcKmar oepartmanl of TranSportatian Nepput uvr. kEVbOrI WTE m DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D ACCESSIBLE PEDESTRIAN SYSTEM (APS) ASSEMBLY (TYP.)- SEE STANDARD PLAN }20.11 FOR DETAILS (SEE DESIGNER NOTE 8) ACCESSIBLE PEDESTRIAN SYSTEM (APB)ASSEMBLV - SEE STANDARD PLAN }20.11 FOR DETAILS (SEE DESIGNER NOTE 8) VARIES - MAK ACCESSIBLE PEDESTRIAN SYSTEM (APS) 10• ASSEMBLY (TYPJ- SEE STANDARD (SEE NOTE i PLAN J40.10 FOR DETAILS (SEE DESIGNER NOTE 8) SIDEWALK - SEE STANDARD PLAN F-30.10 FOR DETAILS PARALLEL CURB RAMP (TVPJ - SEE STANDARD PLAN F40.12 FOR DETAILS SIDEWALK - SEE STANDARD PLAN F-30.10 FOR DETAILS DETECTABLE WARNING SURFACE (TYPJ - SEE 45, STANDARD PLAN FA5.10 CROSSWALK LAYOUT (TYR.)- SEE STANDARD PLAN -5.10 FOR DETAILS MIN mT`'1 FOR DETAILS PERPENDICULAR CURB RAMP (TYP.)- SEE STANDARD PLAN 1d0.15 FOR DETAILS CROSSWALK LAYOUT SEE DETECTABLE WARNING SURFACE (TYP.)- SEE (TYPJ- I STANDARD PLAN 111,10 FOR DETAILS STANDARD PLAN F45.10 FOR DETAILS I NIAX. r I L rPERPENDICULAR PARALLEL CURB RAMP CURB RAMP 5D' (FT) RADIUS SHOWN 35' (FT) RADIUS SHOWN SIDEWALK - SEE STANDARD PLAN F-30.10 FOR DETAILS SIDEWALK - SEE STANDARD PLAN F-30.10 FOR DETAILS PERPENDICULAR CURB RAMP ITYP.I - SEE STANDARD PLAN F-0 15 FOR DETAILS PARALLEL CDR. RAMP (11.)- SEE l STANDARD PLAN -D.12 FOR DETAILS ACCESSIBLE PEDESTRIAN SYSTEM (APS) ASSEMBLY (TYP.)- SEE STANDARD PLAN -0.10 FOR DETAILS (SEE DESIGNER NOTE 8) DETECTABLE WARNING SURFACE (TYPJ- SEE STANDARD PUN FA5.10 FOR DETAILS NOTES 1. ALIGN THE FRONT FACE OF THE APS ASSEMBLY PARALLEL WITH THE CROSSWALK. 2. ACCESSIBLE PEDESTRIAN PUSHBUTTON ASSEMBLIES SHALL HAVE BOTH AUDIBLE AND VIBROTACTILE WALK INDICATORS, NTH THE VIBROTACTILE WALK INDICATION PROVIDED BY A TACTILE ARROW ON THE PUSHRUTTON THAT VIBRATES DURING THE WALK INTERVAL. 3. THE TACTILE ARROW SHALL HAVE A HIGH VISUAL CONTRAST (LIGHT ON DARK OR DARK ON LIGHT)AND BE ALIGNED PARALLEL TO THE DIRECTION OF TRAVEL ON THE ASSOCIATED CROSSWALK. 4. WHEN ACCESSIBLE PEDESTRIAN PUSHBUTTONS ON A CORNER ARE SEPARATED BY 10'(FT) OR MORE. THE AUDIBLE WALK INDICATION SHALL BE A PERCUSSIVE TONE NTH EIGHT TO TEN TICKS PER SECOND. IF TNO ACCESSIBLE PEDESTRIAN PUSHBUTTONS ON A CORNER ARE INSTALLED LESS THAN 10'(FT) APART (I.E. ON THE SAME POLE), EACH ACCESSIBLE PEDESTRIAN PUSHBUTTON SHALL HAVE A PUSHBUTTON LOCATOR TONE, TACTILE ARROW, SPEECH WALK MESSAGE FOR THE WALKING PERSON (SVMBOUZING WALK) INDICATION,AND SPEECH PUSHBUTTON INFORMATION MESSAGE. SEE THE MUTCD FOR SPEECH MESSAGE STANDARDS. 5. WHEN AN EXTENDED PUSHBUTTON PRESS IS USED TO PROVIDE ANY ADDITIONAL FEATURES (SUCH AS ADDITIONAL CROSSING TIME). THEN THE TACTILE ARROW SHALL BE MARKED AT ITS CENTER WITH THREE RRAILLE DOTS FORMING AN EQUILATERAL TRIANGLE. fi. WHEN ADDITIONAL CROSSING TIME IT PROVIDED BY AN EXTENDED PUSHBUTTON PRESS A 'PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" SIGN (R10.32P)SHALL BE INSTALLED ADJACENT TO OR INTEGRAL WITH THE ACCESSIBLE PEDESTRIAN PUSHBUTTON ASSEMBLY. PROVIDE 2" (IR SPACING BETWEEN EDGES OF SIGNS. DE PINES NOTE: NOTES 7 AND 8 ARE NOT INTENDED FOR INCLUSION IN THE CONTRACT DOCUMENTS (LEVEL 22). 7. CONTACT THE H.Q. TRAFFIC OFFICE FOR SIDEWALKS WIDER THAN 19(FT). B. PLACE PEDESTRIAN PUSHBUTTONS WITHIN 10'(F) FROM CENTER OF CURB RAMP (MEASURED FROM THE FRONT OF THE CURB)OR SHOULDER PER MUTCO SECTION 4E.M. DOCUMENTATION IS REQUIRED IF 10'(FT)CANNOT BE ACHIEVED. DETECTABLE WARNING SURFACE (TYP.)- SEE STANDARD PLAN F4 10 FOR DETAILS CROSSWALK LAYOUT (TYPJ- SEE STANDARD PLAN M-15.10 FOR DETAILS PARALLEL CURB RAMP SHOWN PERPENDICULAR CURB RAMP 35' (FT) RADIUS SHOWN LEGEND I� gCCESSIBLE PEDESTRIAN25'(FT)RADIUS � SIGNAL(APS)ASSEMRLY FILE ry AM S:IDea n 2-PIA sM1 et Libra 10-Pu01hM1e0 PSL Is Illuminatlon, Sl nah, and RSI 3-13 A naible tt°r"" P tl tfl.n Pu BUNo lPlacemaMNS-12.tlgn °"" IMF Washington Slate Department of Transportation Plot1 ux rIS-i 2 TIME 1:37:40 n" WAS FED.AID PROJ.NO.nP DATE f0/N201 PLOTTED B FMCCo4 DESIGNED BY ENTERED BY Wff °" a CHECKED BY m.� Br uumx xa TYPICAL PEDESTRIAN PUSHBUTTON POST PLACEMENT PRW. ENGM REGIONAL ADM. REVIII014 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D ',-o" 4" 21" 4" 23" 4" 3L J TOP VIEW /y A PROFILED PLASTIC FOR: (BROKEN LINE) --I I � 1. mP') I I I I I I I I TOP VIEW B SIDE VIEW EMBOSSED PLASTIC FOR: (SOLID OR BROKEN LINE) NOT TO SCALE SIDE VIEW CENTERLINE & LANE LINE - W =4" NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE- W =4" REVERSIBLE LANE LINE - W =4" WIDE BROKEN LANE LINE - W = 8' W. To M. MILS� 160 MILS MIN. 16 TO 30 MILS DETAIL ( CENTERLINE & LANE LINE NO -PASS LINE & TWO-WAY LEFT -TURN CENTERLINE REVERSIBLE LANE LINE DOUBLE CENTERLINE & DOUBLE LANE LINE EDGE LINE & SOLID LANE LINE TOP VIEW GENERAL NOTE See Standard Plan M-20.10 for pattern and color requiremen PERSPECTIVE VIEW eL� TOP VIM SIDE VIEW 45. 4" 4" 23" 4" 11" 4" 23" 4" 3L J TOP VIEW �y A PROFILED PLASTIC FOR: (SOLID LINE) 3'-0" 4" 4" 20" j�4 3L J TOP VIEW A SIDE V DOTTED EXTENSION LINE DOTTED LANE LINE-W=4" WIDE DOTTED LANE LINE - W = 8" PROFILED PLASTIC (BROKEN LINE) 160 M15 T030 MILS I SOO MILS MIN 100T� r 1fi0 M5 T030 MILS SOO MILS MIN.MIN. 114" BIDE VIEW PROFILED EMBOSSED PLASTIC FOR: CENTERLINE & LANE LINE REVERSIBLE LANE LINE (SOLID OR BROKEN LINE) NO -PASS LINE DOUBLE CENTERLINE & DOUBLE LANE LINE TWO-WAY LEFT -TURN CENTERLINE EDGE LINE & SOLID LANE LINE SIDE VIM NO -PASS LINE - W = 4' TWO-WAY LEFT -TURN CENTERLINE- W =4" DOUBLE CENTERLINE & DOUBLE LANE LINE - W =4' EDGE LINE & SOLID LANE LINE - W =4" WIDE LANE LINE & WIDE LINE-W=8" DOUBLE WIDE LANE LINE - W = w BARRIER CENTERLINE - W =20" 4„ 3 112" 90 MILS MIN. 600 MILS MIN. W (W-112") DETAIL OA Y 500 MILS MIN. SECTION 3 O 4� 'AB BOf 8T8�$ ti} �srONAL g�G i p a1sh, Briau Apr1620152:27PM t41_ PROFILED AND EMBOSSED PLASTIC LINES STANDARD PLAN M-20.20-02 SHEET' OF 1 SHEET APPROVED FOR PUBLICATION �wpr 20 2015 10:07 AM WnaNn6mn SmroEC:W mm.m e1 Tmnennnvilan 212th Preservation – GR Bridge to Orillia/Almaroof A - 3 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 TRAFFIC CONTROL PLANS PUBLIC WORKS CONSTRUCTION PERMIT Parcel No: 0222049015 Permit Number: PW21-0230 Address: 5201 S 200TH ST Issue Date: Permit Expires On: 1/31/2022 7/30/2022 Project Name:CITY OF KENT-TEMP TRAFFIC SIGNS Owner: Name:SEGALE PROPERTIES LLC Address:PO BOX 88028 , TUKWILA, WA, 98138 Contact Person: Name:Abdulnaser Almaroof Phone:(253) 856-5535 Address:220 Fourth Avenue South, Kent, WA , Kent, WA, 98032 Contractor: Name:City of Kent Phone:(253) 856-5535 Address:220 Fourth Avenue South, Kent, WA , Kent, WA, 98032 License No:Expiration Date: DESCRIPTION OF WORK: Install temporary traffic signs for detour on S 200th Street. Fees Collected: $102.00 City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Inspection Scheduling: https://tukw-egov.aspgov.com/BP/index.html Web site: http://www.TukwilaWA.gov Electrical Service Provided by: Puget Sound Energy Water District: Highline Sewer District: Tukwila Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Public Works Activities: Water Meter: No All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: <NONE> PERMIT INSPECTIONS REQUIRED 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE-CON 5100 STREET USE D... Sig. Envelope ID: F368173C4?D9A-449S9E38-3836D1969C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L r—) CHANDICE SPAC NG N PwbE Speetl (mph) (x 35 1. MFN 11)111ACINc M N R) TxISM s'AQNI xl eo IN IMM Anews M rn GRIND -OVERLAY OPERATION NIGHT WORK FULL W/8 CLOSURE -DETOUR PROVIDED TRAFFIC CONTROL PLAN KENT, WA AN W� pE S NOT TO SCALE ADVANCE WARNING SIGNS SPACED W (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. POSTED SPEED 28" REFL. CONE LIMIT tw­ uuW20JSHALL MAINTAIN 11' R ae� W20-5L W20-1 MIN. LANE WIDTH TAPER= L �_ _ _••�•_ _• _'_ _ _ _ _ _ _ _ _ s_• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _JS y _ S 212 ST GENERAL NOTES: I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNT SURE; 206Y METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLO477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. a PW21-0230 LEGEND 28" REFL. CONE SIGN LOCATION SEQUENTIAL ARROWBOARD EXISTING TRAFFIC FLOW TEMP. TRAFFIC FLOW MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH RECEIVED 11/16/2021 U-S ISOR` COMMUNITY ER "012 DEVELOPMENT4 D... Sig. Envelope ID: F368173C4?D9A-44959E38-3836D1989C2D TABLE (1) SIGN SPACING = % MINIMUM LANE CLOSURE TAPER LENGTH . L (fee[) CHANNELIZATION DEVICE SPACING (ftl ADVANCE WARNING SIGNS uue Pmbtl Sp-P! (mph) SPACED W (X) OR AS PER SITE CONDITIONS. RURAL Ronos a _ REFER TO SIGN SPACING CHART. aesioer"nonofle ss ,w NP" zoo':ca - *W2D-I (9 RLL wnPsn cAYaeAwnsiT P)T"il IPAQnv MljE souceoeINN IIRIAN ARewa M IF GRIND -OVERLAY OPERATION W20-1\' H 4 NIGHT WORK I FULL W/8 CLOSURE -DETOUR PROVIDED W4-2L TAPER = L—►I <isPOSTED W2 SPEED 30" x 24" LIMIT REFER TO SHEET KENT.28 DETOUR FOR DETOUR DETAILS M4L 28" REFL. CONE 444"" %,24"� RAISED CURBING METRO STOP/li1V (EASTERN EDGE) AFFECTED R3-1 J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _J_ _ _ S 212 ST W SHALL MAINTAIN 11' MIN. LANE WIDTH � z r / REFER TO SHEET 8 FOR DETOUR DETAILS OP0 W20.1 KOA CAMPGROUND 21201 S 212TH ST KENT, WA 98032 LEGEND ..... 28" REFL. CONE GENERAL NOTES: 14 SIGN LOCATION 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND f EXISTING TRAFFIC FLOW DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE �... TEMP. TRAFFIC FLOW OF CLOSURE; 206477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" %48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for Spacing 'distances).W2 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE — O O INTERSECTIONS AND/OR DRIVEWAYS. TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE F► s r r x M/TI METRO STOP UNAFFECTED R3-2 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH RECEIVED 11/16/2021 � TJeElivlSOR` COMMUNITY "012 DEVELOPMENT4 D... Sig. Envelope ID: F366173C4?D9A-44939E38-3936D1989C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH . L r—) CHANNELLZATI SPACING NDEVICE g P—Id III— (mph) (x 35 1. MIH 11)111ACINc M N R) T111 PAQNI xl eo IN IMM Anews M rn GRIND -OVERLAY OPERATION NIGHT WORK MANDATORY FULL W/8 CLOSURE -DETOUR PROVIDED DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH INSET (a) W�e S 204 ST MATCH RIGHT POSTED NOTIFY ALL RESIDENTS ON FRAGER RD & SPEED S 204TH ST OF ROAD CLOSURE TIMES/DATES LIMIT 28" REFL. CONE F—] RA BED CURBING �Ell❑ (WESTERN EDGE) S 212 ST TAPER = L �IA\r I 0 0 TRAFFIC CONTROL PLAN KENT, WA AN W� pE S /1 NOT TO1 SCALE T� MATCH INSET (a) LEFT —13 ax saEp S Cs 0 W203 rc Cp 7 \CUSTOM TURNAROUND 3 A Mu W20.1 W20-5 W4-2R u ❑ ❑IHAL MINLLANEINTAIN WID H)' \ Al ADVANCE WARNING SIGNS PROPERTY OWNER PERMISSION SPACED 0 (X) OR AS PER REQUIRED TO BLOCK DRIVEWAY e^P SITE CONDITIONS. NOTIFY AFFECTED RESIDENTS OF PN REFER TO SIGN SPACING CHART. LEGEND WORK AREA N N N N N 28" REFL. CONE GENERAL NOTES: �{ SIGN LOCATION I.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. SEQUENTIAL ARROWBOARD INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. ~ EXISTING TRAFFIC FLOW 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE; 206477.1140 4 SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD f.. TEMPORARY TRAFFIC FLOW CONDITIONS. 6. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for Spacing 'distances).�� — O O 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. WORK TIMES &DATES Ll IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 UId1�1ES �TW8-2001021-1701 WB-11 RECEIVED 11/16/2021 �T PERVISOR COMMUNITY � oi2 ��04°"'`�H� n DEVELOPMENT D... Sig. Envelope ID: F368173C4?D9A-449S9E38-3836D1969C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L r—) CHANDICE SPAC NG N PwbE Speetl (mph) (x 35 1. MFN 11)111ACINc M N R) TxISM s'AQNI xl eo IN IMM Anews M rn GRIND -OVERLAY OPERATION NIGHT WORK FULL W/8 CLOSURE -DETOUR PROVIDED TRAFFIC CONTROL PLAN KENT, WA AN W� pE S NOT TO SCALE ADVANCE WARNING SIGNS SPACED W (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. POSTED SPEED 28" REFL. CONE LIMIT tw­ uuW20JSHALL MAINTAIN 11' R ae� W20-5L W20-1 MIN. LANE WIDTH TAPER= L �_ _ _••�•_ _• _'_ _ _ _ _ _ _ _ _ s_• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _JS y _ S 212 ST GENERAL NOTES: I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNT SURE; 206Y METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLO477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. a PW21-0230 LEGEND 28" REFL. CONE SIGN LOCATION SEQUENTIAL ARROWBOARD EXISTING TRAFFIC FLOW TEMP. TRAFFIC FLOW MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH RECEIVED 11/16/2021 U-S ISOR` COMMUNITY ER "012 DEVELOPMENT4 D... Sig. Envelope ID: F368173C4?D9A-44939E38-3836D1989C2D TABLE (1) SIGN SPACING = % MINIMUM LANE CLOSURE TAPER LENGTH . L (fee[) CHANNELIZATION DEVICE SPACING (ftl ADVANCE WARNING SIGNS uue Pmbtl Sp-P! (mph) SPACED W (X) OR AS PER SITE CONDITIONS. RURAL Ronos a _ REFER TO SIGN SPACING CHART. aesioer"nonofle ss ,w NP" zoo':ca - *W213-1 (9 RLL wnPsn cAYaeAwnsiT P)T"il IPAQnv MljE souceoeINN IIRIAN ARewa M r0 GRIND -OVERLAY OPERATION W20-1\' H 4 NIGHT WORK I FULL W/8 CLOSURE -DETOUR PROVIDED W4-2L TAPER = L—►I POSTED SPEED LIMIT r SHALL MAINTAIN 11' MIN. LANE WIDTH ITT. REFER TO SHEET KENT.28 DETOUR FOR DETOUR DETAILS M4L W2401 24" x 24' 28" REFL. CONE �� RAISED CURBING METRO STOP �I(`%T�/ (EASTERN EDGE) AFFECTED ® R3-1 u................ _....._........� _ _ _ _ _ _ _ _ _ _ _ _ _J_ _ _ J- S 212 ST SHALL MAINTAIN 11' MIN. LANE WIDTH KOA CAMPGROUND 21201 S 212TH ST KENT, WA 98032 LEGEND • • 28" REFL. CONE GENERAL NOTES: 14 SIGN LOCATION 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND f EXISTING TRAFFIC FLOW DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE �... TEMP. TRAFFIC FLOW OF CLOSURE; 206477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" %48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for Spacing 'distances).W2 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE — O O INTERSECTIONS AND/OR DRIVEWAYS. REFER TO SHEET KENT.28 FOR DETOUR DETAILS TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE F► 3 r yr x M/TI METRO STOP UNAFFECTED R3-2 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH RECEIVED 11/16/2021 � tieElivlSOR` COMMUNITY "012 DEVELOPMENT4 D... Sig. Envelope ID: F366173C-0DEIA-4495BE38-38351]1989C20 TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING = 1( MINIMUM LANE CLOSURE TAPER LENGTH L (fee[) CHANNELIZATION DEVICE SPACING reel KENT, WA N uue - Speetl (mph) MANDATORY �" DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE R.A IC REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rzoo': W Y S ss f w NaH ca _ aesiDa. a D =N S (1)- GRADING NAY BE ANUCTED T NOT TO SCALE R)T"isa s'nciu� x eo iuPRECTONG uaanx ANAND DRW To rn RGINGMYCGNGRIND-OVERLAY OPERATION WIB S 212TH ST CLOSED AT 59TH AVE S. NIGHT WORK REFER TO SHEETS KENT.01 S KENT.02 FULL W/8 CLOSURE -DETOUR PROVIDED FOR CLOSURE DETAILS POSTED SPEED e z z c� 1-1 28" REFL. CONE s In R3 SL 9V 30" x 30" TFRCMTHE • 30"x30" RAISED CURBING I N THE S 212 ST TAPER=L w1a (WESTERN EDGE) Ri 1 RIGHT µ CUSTOM — — — .— — — — — — — — — — — — — — R1-1 F► -►� — — — — — — — — — — — — — .. — — — — — — — — — — — — — iy I ^ ❑ SHALL MAINTAIN 11' /o - - RIND II��II�IIIII �Ilulll F-I MIN. LANE WIDTH mimm U D W20A a W205R W4-2L IJ ` 1 PROPERTY OWNER P REK DRIVEWAY ERMISSION a REQUIRED TO BLOC ADVANCE WARNING SIGNS G' SPACED W (X) OR AS PER NOTIFY AFFECTED RESIDENTS OF �Py SITE CONDITIONS. WORK TIMES &DATES � REFER TO SIGN SPACING CHART. 'P /RDUD\ LEGEND WORK AREA GENERAL NOTES: 28" REFL. CONE I.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. H SIGN LOCATION INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. -�i�'.-,?', SEQUENTIAL ARROWBOARD 3. ALERT KING COUNT METRO CONSTRUCTION 5 DAYS IN ADVANCE SURE; 206Y OF CLO477-1140 EXISTING TRAFFIC FLOW 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. -4• • TEMPORARY TRAFFIC FLOW 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for Spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE �� — O O INTERSECTIONS AND/OR DRIVEWAYS. IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 AxOWET UNEVEN IANES wa-2oo1 wz1-not we-n RECEIVED 11/16/2021 U-SL ERVISOR s COMMUNITY � oi2 �0�H� n DEVELOPMENT Kim DEAD END ROAD. NO RESIDENT ACCESS SOUTH OF HOUSE 21331. CON TRACTOR SHALL COORDINATE WORK TIMES 8 DATES WITH 21331 PROPERTY OWNER D.°USig. Envelope ID: F366173C4?D9A-44939E38-3936D1989C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L r—) CHANNELLZATI NG Ng DICE P—Id III— (mph) (x ss,w NPx I'I 11 `sI NAME M..E0° T. " GRIND -OVERLAY OPERATION R TwsROSPA°QNv MljE �souceo°IN IMM nnrwc T° IF NIGHT WORK FULL WIB CLOSURE -DETOUR PROVIDED MATCH INSET Ia)RIGHT MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH ANMp w2a3 W CUSTOM POSTED SPEED LIMIT 28" REFL. CONE NOTIFY ALL RESIDENTS ON FRAGER RD& TRAFFIC CONTROL PLAN S 204TH ST OF ROAD CLOSURE TIMESIDATES KENT, WA N W_'_- S NOT TO SCALE S 204 ST ) as .aa CLOW ROAD r i MATCH LEFT fi G9i® r ❑ WB S 212TH ST CLOSED AT 59TH AVE S. ❑ UD REFER TO SHEETS KENT.01 & KENT.02 SED CURBING FOR CLOSURE DETAILS (WESTERN EDGE) f/S 212 ST — _ ❑Ej_l ❑ 11 PROPERTY OWNER PERMISSION SHALL MAINTAIN IV REQUIRED TO BLOCK DRIVEWAY MIN. LANE WIDTH NOTIFY AFFECTED RESIDENTS OF WORK TIMES &DATES LEGEND WORK AREA GENERAL NOTES: I.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 28" REFL. CONE INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. « SIGN LOCATION 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206477.1140 0 SEQUENTIAL ARROWBOARD 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. r EXISTING TRAFFIC FLOW 6. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) f .. TEMPORARY TRAFFIC FLOW for Spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE W2 — O O INTERSECTIONS AND/OR DRIVEWAYS. W y W r 7 � �F �PQ ❑ v RECEIVED 11/16/2021 SUPERVISOR COMMUNITY � oi2 �04°'`�B� n DEVELOPMENT IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 FxunEvex UlNES T.2001 us YW21-1701 W&ll D.GUSig. Envelope ID: F366173C-0DEIA-44959E38-3836D1989C20 TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L (Nrt) CHANNELIZATIDN DEVICE SPACING (ftl KENT, WA N III IH uue Pm[etl Sp•Rtl (mph) MANDATORY �" DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE AA REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rzoo': W Y $ ss i w MPN ca _ aesiDE. a B =" S (1)- SPADING MAY BE ANUCTED T NOT TO SCALE R)T"isa s'nAND DRW ciu� B eo iuPRECTONG uaanx AN To rn ROMEMYCONJUNEGRIND-OVERLAY OPERATION WIB S 212TH ST CLOSED AT 59TH AVE S. NIGHT WORK REFER TO SHEETS KENT.01 & KENT.02 FULL W/8 CLOSURE -DETOUR PROVIDED FOR CLOSURE DETAILS FLAGGER SHALL BE STAGED BETWEEN CLOSURE POINTS TO ASSIST VEHICLES DEPARTING RESIIDE�-N��T DRIVEWAY(S) SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) S 212 ST POSTED UPO SHALL CONTROL ALL TRAFFIC METRO STOP — — — — — y� SPEED MOVEMENTS WITHIN INTERSECTION. AFFECTED -'1:'''-- f+ LIMIT 28" REFL. CONE W2-401 .9 - ' • I J w D SHALL MAINTAIN 11' I �' y••• ® MIN. LANE WIDTH III METRO STOP UNAFFECTED ~ — — — — — — — — — — • s ~ • rT PROPERTY OWNER PERMISSION ~ REQUIRED TO BLOCK DRIVEWAY CONE TOP TAPER = L SIGN NOTIFY AFFECTED RESIDENTS OF J ,� WORK TIMES & DATES w2o-7B j LEGEND �20-1 Mo W20-5L W4-2R WORKAREA IF APPLICABLE f THESE SIGNS SHALL BE DISPLAYED L_ADVANCE'WARNING SIGNS III is• is • 28" REFL. CONE DURING NON -WORKING HOURS SPACED) OR AS PER c ACCORDING TO ROW 47.36.200 SITE CONDITIONS. u+ SIGN LOCATION REFER TO SIGN SPACING CHART. 11 uxevex W20-7a SEQUENTIAL ARROWBOARD O O axes GENERAL NOTES: « ws.2oo1 W21-1701 W8-11 EXISTING TRAFFIC FLOW 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. f • • TEMPORARY TRAFFIC FLOW 2 NOTIFYDATES. LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND POSTED BE PIRED 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE SPEED CONTRACTOR LIMITOF CLOSURE; 206477-1140 SraP W20-]b ERITSOR 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 2021 S 212TH ST OVERLAY CONDITIONS. Z.rl RECEIVED NUMBERH.—) PRDJEITLO253-856-5535 Kent, WA 6. ALL SIGNS MIN.48"x48" UNLESS OTHERWISE SPECIFIED. ^1^,^\ 11/16/2021 0SUPERVISOR s ONE NUMBER tree) DATE 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) V «..- PHONE sNKENT.08R 1111121 for spacing distances). --:: PREPARED By PeoNEn B. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE PW21-0230 COMMUNITY `•012 oo° - j Chris Grose+'? INTERSECTIONS AND/OR DRIVEWAYS. w2o-1 Chris chrisRtraffccontrolnlan.net D... Sig. Envelope ID: F366173C4?D9A-44939E38-3936D1989C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L (het) CHANNELLZATI SPACING NDEVICE g uNE POROd III— (mph) iN ss 1. MNR zoo': ca 00':12 V-0 IN GRIND -OVERLAY O 11)11 IACINp Mnv�BE Awusr[p T N ¢) Tws InQN? jE Ns oucEo°IINN IMM AREAS TO ER NIGHT WOR FULL W/8 CLOSURE-DET( MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH POSTED SPEED LIMIT MATCH INSET(.) NIGHT C ANUB W20-3 C LL BTOM TRAFFIC CONTROL PLAN NOTIFY ALL RESIDENTS ON FRAGER RD & KENT, WA N S 204TH ST OF ROAD CLOSURE TIMES/DATES INSET(.) A W Y S S ♦N w{ }a NOT TO SCALE e S 2004!4 ST ryvTi 41 IN /� uFe W20.3 1as MATCH LEFT SHALL MAINTAIN 11 V►- MIN. LANE WIDTH w1a wz�R1 / REFER TO SHEETS KENT 01 & KENT.02 N '••• FOR CLOSURE DETAILS S 212 ST TURN -AROUND _ _ _ --► ❑ RAISED CURBING !r _ (WESTERN EDGE) i y C W Y PROPERTY OWNER PERMISSION REQUIRED TO BLOCK DRIVEWAY PCc� � IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED NOTIFY AFFECTED RESIDENTS OF �PQ DURING NON -WORKING HOURS WORK TIMES & DATES ❑ rr LEGEND ACCORDING TO RCW 47.36.200 unEvex UlNES TWB-2001 us YW21-1701 W&ll GENERAL NOTES: WORK AREA YFx I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 28"REFL. CONE INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. SIGN LOCATION « 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE oNTRAcroR OF CLOSURE: 206477-1140 0 SEQUENTIAL ARROWBOARD suPERVIsoR 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 2021 S 212TH ST OVERLAY CONDITIONS. r EXISTING TRAFFIC FLOW RECEIVED PHONE NUMBER 1°m"I PROJECT253-856-5535 LOCATKIN WA 6. ALL SIGNS MIN. 48"x48"UNLESS OTHERWISE SPECIFIED. 11/1 F)/2021 SUPERVISOR sNNUMBER ° oNE NUM.ER tr,.) 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) f.. TEMPORARY TRAFFIC FLOW .- °^•- PN KENT.0911/1/21 for spacingSPACING Mnces). PW21-O230 COMMUNITY-^��oiz n _ B. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE'-,Q P „fl RE I' Bv Pnonea INTERSECTIONS AND/OR DRIVEWAYS. DEVELOPMENT-4P�'` chris0trafficconlralolan.net D.GUSig. Envelope ID: F366173C4?D9A-44959E38-3836D1969C2D TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L r—) CHANNELIZATION DEVICE SPACING real KENT, WA N uue — III— (mph) MANDATORY �" DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE R.A IC REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rzoo': W Y $ ss i w Na" ca _ Besioe"uL a B =" S (1)- GRADING NAY BE AwusTED T NOT TO SCALE R TwsGPAAND DRI` N"A °v ai ReoucEo°w uBBAx ABvs T° rlr W/B S 212TH ST CLOSED AT 59TH AVE S. RGINGMYCGNGRIND-OVERLAY OPERATION REFER TO SHEETS KENLOI 8 KENT.02 NIGHT WORK FOR CLOSURE DETAILS IF APPLICABLE FULL W/8 CLOSURE -DETOUR PROVIDED THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 SIGNAL SHALL FLASH RED -ALL DIRECTIONS. uxEvex UPO SHALL COUNTERMAND SIGNAL. T MW8-2001 ` �•W21-1701 IAxEs (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) W8.11 UPO SHALL CONTROL ALL TRAFFIC METRO STOP POSTED MOVEMENTS WITHIN INTERSECTION. AFFECTED SPEED LIMIT O28" REFL. CONE vvt I I� TAPER =L W20-1 W20-11 W4-2L ADVANCE WARNING SIGNS SPACED C� (%) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. GENERAL NOTES: I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNT SURE; 206Y METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLO477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). �� — O O 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. POSTED SPEED LIMIT T il FLAGGER SHALL BE STAGED BETWEEN CLOSURE POINTS TO ASSIST VEHICLES DEPARTING RESIDENT DRIVEWAYS) SHALL MAINTAIN 11'� MIN. LANE WIDTH i 1� S 212 ST > METRO LEGEND F7 AFFECTED u WORK AREA ..... 28" REFL. CONE PROPERTY OWNER PERMISSION REQUIRED TO BLOCK DRIVEWAY 11 SIGN LOCATION NOTIFY AFFECTED RESIDENTS OF WORK TIMES & DATES SEQUENTIAL ARROWBOARD f EXISTING TRAFFIC FLOW �••• TEMPORARY TRAFFIC FLOW >201a DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) RECEIVED 11/16/2021 ORRE vISOR ` COMMUNITY �L tL �� DEVELOPMENT 4a` D... Sig. Envelope ID: F366173C-0139A-44969E38-38361]1989= TABLE (1) SIGN SPACING = 1( MINIMUM LANE CLOSURE TAPER LENGTH L r—) CHANNELLZATI NG IN DICE Pwbtl Sp.Rd (mph) TAITH T11GIN MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH ss iw NRR zoo'P. - (1)-sPACrvc N n alr"isa s'nciu� x eo iuRPECTONR uaaAx ARews ro rn _MyGRIND-OVERLAY OPERATION NIGHT WORK IF APPLICABLE FULL W/8 CLOSURE -DETOUR PROVIDED THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 uxevex uses eED xrW&2001 � nMx W21-1701 WB-11 POSTED SPEED LIMIT N SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. SHALL MAINTAIN 11' MIN. LANE WIDTH TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE W/B S 212TH ST CLOSED AT 59TH AVE S. REFER TO SHEETS KENT.01 & KENT.02 FOR CLOSURE DETAILS /•• MERSTOP/ UNAFFECTED 18" x 24" 30' x 24" r' DETOUR REFER TO SHEET KENT.21 �► FOR DETOUR DETAILS R3-5R M4-9R 28" REFL. CONE.,jr \ • LEGEND �"�,207b\A% /W20-7a WORK AREA DETOUR x x x x x 28" REFL. CONE AHEAD c w20-2 f1 SIGN LOCATION SEQUENTIAL ARROWBOARD EXISTING TRAFFIC FLOW GENERAL NOTES: " f • • TEMPORARY TRAFFIC FLOW I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND POSTED DATES. SPEED CONTRACTOR 3. ALERT KING COUNT SURE; 206Y METRO CONSTRUCTION 5 DAYS IN ADVANCE LIMIT OF CLO477-1140 w SUPERVISOR 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD AHEAD wzosL RECEIVED NUMBER I^Mh CONDITIONS. ZJ 6. ALL SIGNS MIN.48"x48" UNLESS OTHERWISE SPECIFIED. 11/16/2021 SUPE253-856-5535 RVISOR I orvE rvuMeea a=*) 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) RORD e..,„. for spacing distances). j } u COMMUNITY "�oiz PRePAREO Br 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE PW21-0230 « ChriL Grose INTERSECTIONS AND/OR DRIVEWAYS. w201 DEVELOPMENT — �`U'` chris(rDtra(fica D... Sig. Envelope ID: F366173C4?D9A-44939E38-3836D1969C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L r—) CHANNELLZATI NG NDICE g Pwbtl Sp-P! (mph) TAIM TlIG11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rss i w NRN zoo': ca - (1)-WACNc N n R) T"isa s'nciu� N eo iuPSECTON' uaaAx ARews ro rn _MyGRIND-OVERLAY OPERATION NIGHT WORK FULL W/8 CLOSURE -DETOUR PROVIDED TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE LEGEND Bw W20-1 9 \ \ SOP � WORK AREA ADVANCE WARNING SIGNS \ \ ..... 28" REFL. CONE SPACED 0 (X) OR AS PER \ SITE CONDITIONS. SIGN LOCATION a \ REFER TO SIGN SPACING CHART. W20LL 1i SEQUENTIAL ARROWBOARD 12pC ♦♦♦ POSTED �— EXISTING TRAFFIC FLOW S2 * 4t • SPEED♦♦♦♦♦ \ LIMIT f'• TEMPORARY TRAFFIC FLOW 'A ? = ♦ \ \ s T 11111111 \ \ � � \ WIB S 212TH ST CLOSED AT 59TH AVE S AND RIVERVIEW BLVD S. w20-1 REFER TO SHEETS KENT.01, KENT.02 Q I \ & KENT.11 FOR CLOSURE DETAILS W20-1 W4-2R POSTED •��� S212 ST PEED _ _ ..._.. . LIMIT _ _ _ _ _ .-._... .. -•�;,� i 3-528" REFL. CONE .. _ .-.--+ma y T TAPER SHALL MAINTAIN 11' MIN. LANE MOTH GENERAL NOTES: I.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. RECEIVED 3. ALERT KING COUNT METRO CONSTRUCTION 5 DAYS IN ADVANCE SURE; 206Y OF CLO477-1140 11/16/2021 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. COMMUNITY 6. ALL SIGNS MIN. 48" x48" UNLESS OTHERWISE SPECIFIED. DEVELOPMENT 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for Spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE ��� —O��O INTERSECTIONS AND/OR DRIVEWAYS. IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 �<>W&2001*�1-1701 OIANeS W8-11 SUPERVISOR �"- e.� D... Sig. Envelope ID: F366173C4?D9A-44959E38-3836D1989C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L r—) CHANNELLZATI NG Ng DICE ell Pwbtl Spatl (mph) TAIM TlIG11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rss i w NR" zoo': ca - (1)-WACNc N n R) T"isa s'nciu� N eo iuPSECTON' uaaAx ARews ro rn _MyGRIND OVERLAY OPERATION NIGHT WORK POSTED SPEED IF APPLICABLE FULL W/8 CLOSURE -DETOUR PROVIDED LIMIT THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 uxevex uses MTWB-2001 nMR w21-1701 WR-11 28" REFL. CONE/,,;;,,\ SHALL MAINTAIN 11' . ,' o "/- MIN. LANE WIDTH W20-7b W20-7B i . Ra a SIGNAL SHALL FLASH RED -ALL DIRECTIONS. ' UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. DURING HOURS OF DARKNESS, FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNT SURE; 206Y METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLO477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing 'distances).W2 — O O 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE S 212TH ST CLOSED AT 59TH AVE S. REFER TO SHEETS KENT.01 & KENT.02 TWIB FOR CLOSURE DETAILS METRO STOP _ — — _ — — AFFECTED r y =i��•r/ � S212 ST ®� El El METRO STOP UNAFFECTED l 18" x 24" 30" x 24° j' DErouR REFER TO SHEET KENT.28 oxLT FOR DETOUR DETAILS A A H POSTED SPEED LIMIT T )l RECEIVED 11/16/2021 08—L ` COMMUNITY E91SOR "012 °"" DEVELOPMENT4"I LEGEND WORK AREA 28" REFL. CONE SIGN LOCATION SEQUENTIAL ARROWBOARD EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW D... Sig. Envelope ID: F366173C4?D9A-449S9E38-3836D1989C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH . L r—) CHANNELLZATI SPAC NG NDICE g Pwbtl Sp.tl (mph) TAIM TlIG11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rss i w NRN zoo': ca - (1)-WACNc N n R) T"isa s'nciu� N eo iuPSECTON' uaaAx ARews ro rn _MyGRIND-OVERLAY OPERATION NIGHT WORK FULL W/8 CLOSURE -DETOUR PROVIDED LEGEND � W20-1 9,P� \ N ADVANCE WARNING SIGNS \ SPACED 0 (X) OR AS PER POSTED SPEED \ \ SITE CONDITIONS. a \ REFER TO SIGN SPACING CHART. nay AN. — LIMIT S 212PL • a T \ 11111111 \ \ h ` \ 28" REFL. CONE w2o-1 RIAI rAu W20.1 I W4-21 ` POSTED \ SPEED LIMIT TAPER = L t GENERAL NOTES: APPLICABLE 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. THESE SIGNN S SHALL BE DISPLAYED 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DURING NON -WORKING HOURS DATES. ACCORDING TO RCW 47.36.200 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE; 206477-1140 4. SIGN SPACING MAYBE REDUCED IN URBAN AREAS TO FIT ROAD uxLvex CONDITIONS. un¢s O O 6. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. w8-2001 W21-1701 w6-11 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for Spacing 'distances).W2 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE — O O INTERSECTIONS AND/OR DRIVEWAYS. WORK AREA ..... 28" REFL. CONE 41 SIGN LOCATION SEQUENTIAL ARROWBOARD f EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW S 212 ST RECEIVED 11/16/2021 SUPERVISOR COMMUNITY �`-, �� xt DEVELOPMENT 4"6A, TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE W/B S 212TH ST CLOSED AT 59TH AVE S AND RIVERVIEW BLVD S. REFER TO SHEETS KENT.01, KENT.02 & KENT.13 FOR CLOSURE DETAILS SHALL MAINTAIN 11' MIN. LANE WIDTH fL► D... Sig. Envelope ID: F366173C4?D9A-44969E38-3836D1989C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L r—) CHANNELLZATI NG NDICE g Pwbtl Spatl (mph) TAIM TlIG11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH (1)-GRACING MAY BE ANUCTED TO ACCONINOCKrE INTERCHANGE TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE R T"II lPAciul-COY aE RE ..El°IINN 'R'NN AN ro rn POSTED GRIND -OVERLAY OPERATION SPEED NIGHT WORK LIMIT IF APPLICABLE FULL W/8 CLOSURE -DETOUR PROVIDED W/B S 212TH ST CLOSED AT 59TH AVE S THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 uxevex uses exrw8-2001 ewe w21-1701 WB-11 4 — — — — — — — — — a, 28" REFL CONE GENERAL NOTES: I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE; 206477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. PW21-0230 REFER TO SHEETS KENT.01 & KENT.02 FOR CLOSURE DETAILS ® — — — — — — — — — — -- ®� � I S 212 ST METRO S 11111111111=11 UNAFFECTE,. • Ia ti fi 18" X 24" 30" x 24" - j' DElOUR REFER TO SHEET KENT.28 ICI �Is FOR DETOUR DETAILS POSTED SPEED LIMIT N;IIH�25, T� LEGEND 28" REFL. CONE SIGN LOCATION EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW RECEIVED 11/16/2021 ORRE vISOR ` COMMUNITY �K of a��T` DEVELOPMENT ._. D... Sig. Envelope ID: F366173C4?D9A-449S9E38-3836D1989C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH • L (fee[) CHANNELLZATI SPAC NG NDICE g Pwbtl Sp-P! (mph) TAIM TlIG11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rss f w NRX zoo': ca - (1)-WACiNc N n al T"isa s'nciu� N eo iuPSECTON' uaaAx ARews ro rn _MyGRIND-OVERLAY OPERATION NIGHT WORK FULL W/8 CLOSURE -DETOUR PROVIDED 28" REFL. CONE GENERAL NOTES: I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNT SURE; 206Y METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLO477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. POSTED SPEED LIMIT SHALL MAINTAIN 11' MIN. LANE WIDTH PW21-0230 LEGEND WORK AREA • • • 28" REFL. CONE 41 SIGN LOCATION EXISTING TRAFFIC FLOW f•• TEMPORARY TRAFFIC FLOW ® TRUCK MOUNTED ATTENUATOR TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE W/B S 212TH ST CLOSED AT 59TH AVE S AND RIVERVIEW BLVD S. REFER TO SHEETS KENT.01, KENT.02 & KENT.15 FOR CLOSURE DETAILS ® — — — — — — — — — — — — — — — — — RECEIVED 11/16/2021 SUPERVISOR COMMUNITY �`- ��_ DEVELOPMENT 4a1" __ IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 EMUNEVEN lANEB WB-2001 X �M W21-1701 W8-11 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D SIGN SPACING . X FREEWAYS & EXPRESSWAYS 55 /70 MPH 1500'3 RURAL HIGHWAYS 60 II MPH BOPS RURAL ROADS 45 /55 MPH 500'3 RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'3 RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH 2003 RESIDENTAL & BUSINESS DISTRICTS (2) URBAN STREETS 25 MPH OR LESS 100'3 (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPELAT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TABLE (1) CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 HIE 20 40 MATCH SHEET KENT.18 MINIMUM LANE CLOSURE TAPER LENGTH . L (feet) LANE Posted Speed (mph) WIDTH ft.) 25 30 35 40 45 50 55 1 SO 65 70 10 105 150 205 270 "0 5W 550 - 11 115 165 225 295 W9 550 60 5 6M - - 12 125 180 245 UO 540 600 660 1 720 780 I 840 • POSTED SPEED LIMIT 40 \, SHALL MAINTAIN 11' .'.t. MIN. LANE WIDTH W20-7a •'�' 30" x 30„ 28" REFL. CONE IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 GROOVED MOTORCYI'.LES UNEVEN PAVEMENT uSenOnunME LANES W8-2001 W21-1701 W8-11 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. LEFT LANE ■, I CLOSED W4-2R ROAD AHEAD WORK W20-51- AHEAD W20-1 18" x 24" GRIND -OVERLAY OPERATION NIGHT WORK FULL W/B CLOSURE -DETOUR PROVIDED TRAFFIC CONTROL PLAN KENT, WA N WE S NOT TO SCALE MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH PW21-0230 RECEIVED 11 /16/2021 LEGEND 0 COMMUNITY WORK AREA DEVELOPMENT 28" REFL. CONE 44 SIGN LOCATION f EXISTING TRAFFIC FLOW f • • TEMPORARY TRAFFIC FLOW SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. \"1L'.�. W2-401 .Po 30" x 24" DET=� M4-9R REFER TO SHEET KENT.28 FOR DETOUR DETAILS W20-7a GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. W/B S 212TH ST CLOSED AT 59TH AVE S AND RIVERVIEW BLVD S. REFER TO SHEETS KENT.01, KENT.02 LAC .'.'. & KENT.15 FOR CLOSURE DETAILS 5�lAP 30" x 24' DETOUR REFER TO SHEET KENT.28 18"x24" ""1 FOR DETOUR DETAILS R3-5R I EFTLANE GLOSEO axuO W20-5L ROAD WORK AHEAD W20-1 WASXINCION STATETMFT OMOL SUPERVISOR �Ila �' 0123 LID �jy Ggw, DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D SIGN SPACING - X FREEWAYS S EXPRESSWAYS 55 /70 MPH 1500'3 RURAL HIGHWAYS 60 IS - RURAL ROADS 45 /55 MPH 500'3 RURAL ROADS S URBAN ARTERIALS 35 /40 MPH 350'3 RURAL ROADS S URBAN ARTERIALS 25 / 30 MPH 2003 (2) RESIDENTAL S BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'3 (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TARI F ill CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 0/]0 40 80 M14 1 30 SO 25130 1 20 40 LEGEND WORK AREA 28" REFL. CONE MINIMUM LANE CLOSURE TAPER LENGTH - L (feet) LANE Posted Speed (mph) WIDTH (k.) 25 30 35 40 45 50 55 1 W 65 70 10 105 150 205 2T0 450 500 550 - 11 115 165 225 Z9l W1 550 El 6M - - 12 125 180 245 ;2p 1.600 660 720 780 840 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. SIGN LOCATION SEQUENTIAL ARROWBOARD EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW SHALL MAINTAIN' MIN. LANE WIDTH MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH 00 \�S ROAD WORK TAPER = L .I. .1. ROAD WORK AHEAD W20-1 LEH LANE / CLOSED / AHEAD / W20-5L / I / W4-2R , / / h g i• / J TRAFFIC CONTROL PLAN KENT, WA N W E S NOT TO SCALE POSTED SPEED LIMIT T GRIND -OVERLAY OPERATION NIGHT WORK FULL W/B CLOSURE -DETOUR PROVIDED CONE W/B S 212TH ST CLOSED AT 59TH AVE S AND RIVERVIEW BLVD S. REFER TO SHEETS KENT.01, KENT.02 & KENT.15 FOR CLOSURE DETAILS GENERAL NOTES: MATCH SHEET �ENT'17 i 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) I.,spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. wunmcrox STAFF m.mc coxmaL SUPERVISOR 10 ^012�i, o° �••�•.�Go-I.e. m PW21-0230 RECEIVED 11/16/2021 COMMUNITY DEVELOPMENT IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 GROOVED s UNEVEN PAVEMENT USF F%IREME LANE$ cnunox W8-2001 W21-1701 W8-11 D... Sig. Envelope ID: F366173C4?D9A-449S9E38-3836D1989C2D TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L r—) CHANNELIZATION DEVICE SPACING (ftl KENT, WA N uue Pmbtl III— (.ph) MANDATORY �" DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE AA REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH W Y $ ss i w N'H pesme. a D =N S (1)- GRACING NAr�DE AwusTED T NOT TO SCALE AND DRI"POSTED aI rws n ? Z Ns...El INN "RDAN Axrwc T° rp R_yGRIND-OVERLAY OPERATION SPEED LIMIT NIGHT WORK IF APPLICABLE FULL W/8 CLOSURE -DETOUR PROVIDED W/B S 212TH ST CLOSED AT 59TH AVE S. THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 uxevex uses Mr-2001 m nMN w21-1701 WB-11 - -- - - - - - - - - - - - - - I ► _ _ _ _ _ _ _ _ _ _ _ _ _ _ GENERAL NOTES: I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE; 206477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. PW21-0230 REFER TO SHEETS KENT.01 8 KENT.02 FOR CLOSURE DETAILS E:l El METRO STOP -..tlll UNAFFECTED 28" REFL. CONE 120-2 22 `e c o POSTED SPEED LIMIT TI REFER TO SHEET KENT.28 FOR DETOUR DETAILS LEGEND ..... 28" REFL. CONE 1i SIGN LOCATION EXISTING TRAFFIC FLOW f • • TEMPORARY TRAFFIC FLOW RECEIVED 11/16/2021 08—L ERVISOR ` COMMUNITY "012 "° NID DEVELOPMENT4"l D... Sig. Envelope ID: F366173C4?D9A-449S9E38-3836D1969C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH • L (fee[) CMANNELLZATI SPAC NG NDICE g Pwbtl Sp-P! (mph) TAIM TlIG11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rss f w NRX zoo': ca - (1)-WACiNc N n al T"isa s'nciu� N eo iuPSECTON' uaaAx ARews ro rn _MyGRIND-OVERLAY OPERATION NIGHT WORK FULL W/8 CLOSURE -DETOUR PROVIDED POSTED SPEED �ti LIMIT pp � 'I61 SHALL MAINTAIN 11' MIN. LANE WIDTH GENERAL NOTES: I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNT SURE; 206Y METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLO477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. PW21-0230 28" REFL. CONE S 212 ST LEGEND WORK AREA • • • 28" REFL. CONE 41 SIGN LOCATION EXISTING TRAFFIC FLOW f•• TEMPORARY TRAFFIC FLOW ® TRUCK MOUNTED ATTENUATOR TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE W/B S 212TH ST CLOSED AT 59TH AVE S AND RIVERVIEW BLVD S. REFER TO SHEETS KENT.01, KENT.02— & KENT.19 FOR CLOSURE DETAILS _ — — — _ _ _ _ _ _ _ — — — _ — y _'► _ _ — — — — _ _ _ _ _ RECEIVED 11/16/2021 SUPERVISOR COMMUNITY �`- ��_ DEVELOPMENT 4a1" __ IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 EMUNEVEN lANEB WB-2001 X �M W21-1701 W8-11 DocuSign Envelope ID: F366173C-9D9A-449,5-9E38-3836D1989C2D SIGN SPACING - X FREEWAYS & EXPRESSWAYS 55 l70 MPH 1500'S RURAL HIGHWAYS 60 I65 MPH BOPS RURAL ROADS 45 I55 MPH SOPS RURAL ROADS & URBAN ARTERIALS 35140 MPH 350'S RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200'S (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'S (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. 12) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TABLE (1) CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT sans 4D 30 M14 1 30 60 2s130 1 20 40 MINIMUM LANE CLOSURE TAPER LENGTH - L (feet) LANE Posted Speed (mph) WIDTH ((QQL) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 5W 550 - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 32D 540 600 E60 720 780 840 MATCH SHEET KENT.22 PW21-0230 POSTED • SPEED • LIMIT 40 GRIND -OVERLAY OPERATION NIGHT WORK FULL W/B CLOSURE -DETOUR PROVIDED •C• '.,. ♦. W20-7a i X` SHALL MAINTAIN 11' ••�• MIN. LANE WIDTH RECEIVED 11/16/2021 CP A. COMMUNITY DEVELOPMENT SIGNAL SHALL FLASH RED -ALL DIRECTIONS. + UPO SHALL COUNTERMAND SIGNAL. �•'• (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. ROAD WORK GENERAL NOTES: S 212 P" REFER TO SHEET KENT.; FOR DETOUR DETAILS I�W20-7a W4-2R 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. 30" x VN TRAFFIC CONTROL PLAN KENT, WA N W E S NOT TO SCALE IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 0Ga00VED Molaawnes UNEVEN PAVEMENT UBF Ex IoxME LANE$ 8-2001 W21-1701 W8-11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH LEGEND WORK AREA ■ r 28" REFL. CONE �{ SIGN LOCATION �— EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW 28" REFL. CONE W/B S 212TH ST CLOSED AT 59TH AVE S AND RIVERVIEW BLVD S. REFER TO SHEETS KENT.01, KENT.02 & KENT.19 FOR CLOSURE DETAILS ,Ft. REFER TO SHEET KENT.28 FOR DETOUR DETAILS WASHI1711 STAR i&V 111"IL SUPERVISOR d �J�GaAe. DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D SIGN SPACING - X FREEWAYS & EXPRESSWAYS 55 I70 MPH 1500't RURAL HIGHWAYS 60 I65 MPH GOPt RURAL ROADS 45 I55 MPH SOP± RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200'± (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. 12) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TABLE (1) CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT sans 40 SO M14 1 30 60 2s130 1 10 40 MINIMUM LANE CLOSURE TAPER LENGTH - L (feet) LANE Posted Speed (mph) WIDTH ((e91) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - 11 115 165 225 295 495 550 605 S60 - - 12 125 1G0 245 32O 540 600 E60 720 780 840 MATCH SHEET KENT.22 PW21-0230 RECEIVED 11 /16/2021 COMMUNITY DEVELOPMENT GRIND -OVERLAY OPERATION NIGHT WORK FULL W/B CLOSURE -DETOUR PROVIDED TRAFFIC CONTROL PLAN KENT, WA N W E S NOT TO SCALE IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 0Ga00VED Molcawnes UNEVEN PAVEMENT UGF Ex IoxME IANES 8-2001 W21-1701 W8-11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH W20-7a i SHALL MAINTAIN 11' MIN. LANE WIDTH LEGEND \'.'.. WORK AREA + ■ ■ ■ ■ ■ 28" REFL. CONE N SIGN LOCATION • 9 �• . �p EXISTING TRAFFIC FLOW �'•'• f• TEMPORARY TRAFFIC FLOW A SIGNAL SHALL FLASH RED -ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF -DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC 1� `•`.. 28" REFL. CONE MOVEMENTS WITHIN INTERSECTION. �. Pouc 18" x 24 W/B S 212TH ST CLOSED AT 59TH AVE S AND RIVERVIEW BLVD S. •�'� REFER TO SHEETS KENT.01, KENT.02 ONLY W2-401 R3-5R & KENT.19 FOR CLOSURE DETAILS �� ADVANCE WARNING SIGNS � SPACED @ (X) OR AS PER SITE CONDITIONS. S 212pV Iq C ••� ; �N�� REFER TO SIGN SPACING CHART. 30' x 24" ft DETOUR 30" x 24" REFER TO SHEET KENT.28 —/ DETOUR REFER TO SHEET KENT.28 FOR DETOUR DETAILS M4-9R 18" x 24" f-1 FOR DETOUR DETAILS o M4-9R ONLY RIGHT LANE I W20-7a R3-5R ROAD CLOSED WORK AHEAD W4-2L AHEAD W20-5R W20-1 y cv ■� GENERAL NOTES: v W20-7a WASHINGHNSA E TMi 0010111 SUPERVISOR Ga 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.to 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND �Jud ♦ Go(z DATES. W1-4 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE CONTRACTOR OF CLOSURE: 206477-1140 RIGHT ANE SUPERVISOR JOB NAME 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD cLOSED AHEAD 2021 S 212TH ST OVERLAY CONDITIONS. W20-5R PHONENUMBER(office) PROJECT LOCATION 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. Kent WA 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) ROAD PHONE NUMBER (fax) SHEET NUMBER DATE for spacing distances). Il } WORK KENT.21b 11/1/21 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE AHEAD PREPARED BY PHONE# INTERSECTIONS AND/OR DRIVEWAYS. W20 1 E-MAIL r se 2 -2 -141 rhrien}raffircnntrnl nlan na} FvO POSTED SPEED {. LIMIT :r: 40 X. 'a• .j. %X DoouSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D SIGN SPACING • X FREEWAYS 8 EXPRESSWAYS 55 /70 MPH 1S00'3 RURAL HIGHWAYS 60 IS - RURAL ROADS 45 /55 MPH 500'3 RURAL ROADS S URBAN ARTERIALS 35 /40 MPH 350'3 RURAL ROADS S URBAN ARTERIALS 25 / 30 MPH 2003 (2) RESIDENTAL S BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'3 (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TART F ill CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 0/70 40 80 M14 1 30 60 25130 1 20 40 MINIMUM LANE CLOSURE TAPER LENGTH • L (feet) LANE Posted Speed (mph) WIDTH ft.) 25 30 35 40 45 50 55 W 65 70 10 105 150 205 2]0 450 500 11 115 165 225 295 495 550 605 Efi0 - - 12 125 180 245 320 549 600 660 720 780 840 ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER — SITE CONDITIONS. REFER TO SIGN SPACING CHART. LEGEND WORK AREA 28" REFL. CONE SIGN LOCATION SEQUENTIAL ARROWBOARD EXISTING TRAFFIC FLOW TEMPORARY TRAFFIC FLOW IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON -WORKING HOURS ACCORDING TO RCW 47.36.200 GROOVED MOTORCYCLES UNEVEN PAVEMENT eGCA NEME LANES W8-2001 W21-1701 W8-11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" X 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZAT16N DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. 00 \�S TAPER = L TRAFFIC CONTROL PLAN KENT, WA N W E S NOT TO SCALE POSTED SPEED ROAD LIMIT ► WORK AHEAD W20-1 ENm RIGHT LANE CLOSED / T AHEAD / W20-SR / / IN / W4-2L , N / GRIND -OVERLAY OPERATION NIGHT WORK FULL W/B CLOSURE -DETOUR PROVIDED / / h g 0 • REFL. CONE / �28" • I I I ,I SHALL MAINTAIN 11' MIN. LANE WIDTH 1' a W/B S 212TH ST CLOSED AT 59TH AVE S AND RIVE RVIEW BLVD S. I.` REFER TO SHEETS KENT.01, KENT.02 t & KENT.19 FOR CLOSURE DETAILS MATCH SHEETR 21b WAE111110H STNIE INFRC CONI 1. SUPERVISOR IM �••�•.�Go-I.e. m PW21-023( RECEIVED 11 /16/2021 COMMUNITY DEVELOPMENT I ... Sign Envelope ID: F368173C4?D9A-449S9E38-3836D1989C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L (NNI CMANNELLZATI SPAC NG NDICE treat) uue Pwbtl Spatl (mph) i� Rss ,w NIH spo P. - (1)-saAciHc NINTERCHANGE al THisa s'nAND DRW ciu� H e. iuPSECTONG uaaAx Aaews ro rn 'GINGMYCGNPOSTED SPEED LIMIT ` !\, 40 c' >_;'20-1 0 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE; 206477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. PEDESTRIAN ESCORT TRAFFIC CONTROL PLAN MANDATORY KENT, WA N DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH W $ S NOT TO SCALE CURB RAMP WORK -SIDEWALK REPAIR CURB/GUTTER REPAIR DAYTIME WORK MANDATORY PEDESTRIAN ESCORT: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear Zane must be free of overhead hazards when pedestrians are moving through work area. ADVANCE WARNING SIGNS SPACED W (X) OR AS PER �'�•• SITE CONDITIONS. \ �•, REFER TO SIGN SPACING CHART. \ w, 4, 28" REFL. CONE 20-1 \ !�,• SHALL MAINTAIN 11' � Ra• TAPER =L w4-21- t 20-8R MIN. LANE WIDTH - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S 212 ST LEGEND WORK AREA 28" REFL. CONE t-I SIGN LOCATION SEQUENTIAL ARROWBOARD �— EXISTING TRAFFIC FLOW PEDESTRIAN ESCORT PW21-0230 C RECEIVED 11/16/2021 SUPERVISOR COMMUNITY �`.; ��_ DEVELOPMENT 4a1" __ DoouSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D SIGN SPACING - X FREEWAYS S EXPRESSWAYS 55 /70 MPH 1S00'3 RURAL HIGHWAYS 60 IS — RURAL ROADS 45 /55 MPH 500'3 RURAL ROADS S URBAN ARTERIALS 35 /40 MPH 150'3 RURAL ROADS S URBAN ARTERIALS 25 / 30 MPH 2003 (2) RESIDENTAL S BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'3 (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TARI F 11l CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 M145 30 EO 2s130 20 40 MINIMUM LANE CLOSURE TAPER LENGTH - L (feet) LANE Posted Speed (mph) WIDTH ob.) 25 30 35 40 45 50 55 W 65 70 10 105 150 205 2]0 450 500 11 115 165 225 295 495 550 605 8S0 - - 12 125 180 245 320 549 600 660 720 780 840 POSTED +\+\� SPEED \ \ LIMIT ROAD \ CURB RAMP WORK -SIDEWALK REPAIR WORK \ 40 CURB/GUTTER REPAIR AHEAD \ \ DAYTIME WORK W20-1 RIGHT LANE \ CLOSED \ AHEAD \ W20-SR \ \ W4-2L TRAFFIC CONTROL PLAN KENT, WA N WE S NOT TO SCALE MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH ADVANCE WARNING SIGNS \ SPACED @ (X) OR AS PER \ SITE CONDITIONS. \ REFER TO SIGN SPACING CHART. TAPER = L \ \ i\ A \ O� i LEGEND WORK AREA ..... 28" REFL. CONE 44 SIGN LOCATION 0 SEQUENTIAL ARROWBOARD EXISTING TRAFFIC FLOW f • • TEMPORARY TRAFFIC FLOW ' PEDESTRIAN ESCORT MANDATORY PEDESTRIAN ESCORT: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clearzone must be free of overhead hazards when pedestrians are moving through work area. n \ PW21-0230 7 28" REFL. CONE RECEIVED 11/16/2021 COMMUNITY DEVELOPMENT S 212 ?L - ROAD WORK AHEAD W20-1 GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZAT16N DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. ROAD 18 X 24" •�• \ ?1� WORK •\ \ s�. AHEAD R3-SR \ \ MODIFIED PEDESTRIAN ESCORT \ \ \ t ROAD WORK AHEAD \ W20-1 1 WfSNI NONN UAR —FC CONTROL SUPERVISOR ra 012 dip D... Sig. Envelope ID: F366173C4?D9A-44969E38-3836D1969C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH . L (hen CHANMELLZATI SPAC SPACING Ngen DEVICE Pwhtl So— (mph) TAIM T11G11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rss i w NRN zoo': ca - (1)-WACNc N n al T"isa s'nciu�_My N eo iuPSECTON' uaaAx ARews ro rn CURB RAMP WORK -SIDEWALK REPAIR CURB/GUTTER REPAIR DAYTIME WORK POSTED SPEED 28" REFL. CONE — — �— — — — — — — — — —� TAPER = L W4-2L ADVANCE WARNING SIGNS —SPACED G (l() OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. S 212 ST TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE METRO STOP— 'INAFFECTED r . Ipllll METRO UNAFFECTED PEDESTRIAN ESCORT GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE: 206-477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELRATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). 8 ALL SPACING MAY BE ADJUSTED TO INTERSECTIONS AND/011 DRIVEWAYSCCOMMODATEAT-GRADE PW21-0230 11111 LEGEND M h t+ 0 WORK AREA G G G G G 28" REFL. CONE POSTED H SIGN LOCATION SPEED z LIMIT SEQUENTIAL ARROWBOARD f EXISTING TRAFFIC FLOW 0 PEDESTRIAN ESCORT MANDATORY PEDESTRIAN ESCORT: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through work area. RECEIVED 11116/2021 � TJeERVIsoR ` COMMUNITY "012 ""° DEVELOPMENT4"�" D... Sig. Envelope ID: F368173C4?D9A-44939E38-3836D1989C2D TABLE (1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L u-t) CRANNELIZATI SPAC NG NDICE g Pwbtl Spatl (mph) TAIM T11G11 MANDATORY DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rss i w NRN zoo': ca - (1)-WACNc N n al T"isa s'nciu�_My N eo iuPSECTON' uaaAx ARews ro rn CURB RAMP WORK -SIDEWALK REPAIR CURB/GUTTER REPAIR DAYTIME WORK POSTED SPEED 28" REFL. CONE — — — — — .. • •1'n-f— TAPER = L W4-2L ADVANCE WARNING SIGNS —SPACED W (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. M.— GENERAL NOTES: I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES. 3. ALERT KING COUNT SURE; 206Y METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLO477-1140 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 6. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). W2 — O O 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE INTERSECTIONS AND/OR DRIVEWAYS. I— ) A Rm MODIFIED ED a C O N POSTED SPEED LIMIT y u S 212 ST TRAFFIC CONTROL PLAN KENT, WA AN W� pH S NOT TO SCALE _ _ - r - - MET®STOP UNAFFECTED tPEDESTRIAN ESCORT W4-2L W205R u� LEGEND WORK AREA G G G G G 28" REFL. CONE ♦{ SIGN LOCATION 0 SEQUENTIAL ARROWBOARD EXISTING TRAFFIC FLOW PEDESTRIAN ESCORT MANDATORY PEDESTRIAN ESCORT: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through work area. RECEIVED 11/16/2021 U-SME MIS'O ` COMMUNITY "012 DEVELOPMENT4 D... Sig. Envelope ID: F368173C4?D9A-449S9E38-3836D1989C2D TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH L (fee[) CHANNELIZATION DEVICE SPACING (ftl KENT, WA N III IH uue Pm[etl Sp-G! (mph) MANDATORY �" DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE AA REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH Rzoo': W Y $ ss f w Na" ca _ aesiDa. a a =" S (1)- saAGING NAY BE AwusTED T NOT TO SCALE R)T"isa s'nAND DRW ciu�RGINGMY BCGN eo iuPRECTONG uaanx Aaews To rn CURB RAMP WORK -SIDEWALK REPAIR CURB/GUTTER REPAIR DAYTIME WORK ADVANCE WARNING SIGNS SPACED @ (X) OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. PEDESTRIAN ESCORT TAPER = L ❑ I S, 28" REFL. CONE W4 2L POSTED PHASE 1 SPEED ' ''I I1 IF LIMITMETRO STOP w• .,,s.u•""�.._•�.�..�.+..++....w.... — — — — .....-i .. — — — .-.- — — — — — — — — — — — — ~ ~ PEDESTRIAN ESCORT UNAFFECTED .y'� ® '� • „i•' s• r _ — _ — — _ — — — — — — — — — — — — — — — — — — — — — — — PHASE 2 _ _ f — F E�] E:1 E:1 _ _ - METROSTOP EEI�EEE' UNAFFECAFFECTEDED — — x hA A A LEGEND WORKAREA �x m 28" REFL. CONE fAD wzal o H SIGN LOCATION y 0 SEQUENTIAL ARROWBOARD EXISTING TRAFFIC FLOW PEDESTRIAN ESCORT I.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. INOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND MANDATORY DATES. RECEIVED PEDESTRIAN ESCORT: Stop work, secure passable ADA compliant 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 11 /16/2021 pedestrian access on existing sidewalk (4' min.). Clear zone must OF CLOSURE; 206477.1140 be free of overhead hazards when pedestrians are moving through 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD work area. CONDITIONS. COMMUNITY 6. ALL SIGNS MIN. 48" x48" UNLESS OTHERWISE SPECIFIED. DEVELOPMENT SUPERVISOR L 7. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) ,� for Spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT -GRADE ��� — O O .. L.. ot2UL °• INTERSECTIONS AND/OR DRIVEWAYS. LPA'' DacuSig. Envelope ID: F366173C9D9A-4495BE38-3836D1989C213 TRAFFIC CONTROL PLAN DETOUR ROUTE 3o x24 KENT, WA N W $ DErouR f M4-9V S S 19fi ST NOT TO SCALE 30° x 24' DE,iUR w M4-9L24" x 18"=30' x 24' END DETOURDeroua 'o pM4-gL 4-8aM30' x 2ES 200 ST M4-9V 181 41 �p S 204 ST oQ' GRIND -OVERLAY OPERATION NIGHT WORK 30° x 24° FULL W/8 CLOSURE -DETOUR PROVIDED DT 30' x 24' DEMUR M4-9V M49V S 208 ST N 30' x 24' DETOUR f rn rn 30' x 24' DETOUR f M4-9V a a a M4-9V oy > e$ u W U' g 212e� Q 4 S 212 ST S 272 ST h 30"x24" c P o 30" x 24° W OErOUR 30" x 24" DETOUR 30' x 24' DETOUR 30' x 24" DETOUR DE�uR m Po �� M4-9L 104-9V M49V M4-9L M4-9V W N RECEIVED r EER—IRNAME 2021 S 212TH ST OVERLAY 11116/2021 MANDATORY 0SUPERVISOR BER1°m=°I PRONE NUMBER (.x) snee, HT PROJECT Kent WA COMMUNITY DEVELOPMENT PW21-0230 DURING NON -WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH "012 ChrISPIRIPAGrO D KEN PROM 11/121 4o--C�� E Al chris@trafficcontrol plan. net 212th Preservation – GR Bridge to Orillia/Almaroof A - 4 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 PROJECT SIGN South 212th Street Preservation Project Green River Bridge to Orillia Road/ City Limits Anticipated Work Completion - Fall 2022 $xxx,xxx 212th Preservation – GR Bridge to Orillia/Almaroof A - 5 March 14, 2022 Federal Aid Number: STPUL-1250(010) Project Number: 20-3012 STATE AND FEDERAL PREVAILING WAGE RATES DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 04/05/2022 County Trade Job Classification Wage Holiday Overtime Note Asbestos Abatement Workers Journey Level $54.62 5D 1 H Boilermakers Journey Level $72.54 5N 1C Brick Mason Journey Level $63.32 7E 1 N Brick Mason Pointer -Caulker -Cleaner $63.32 7E 1N Building Service Employees Janitor $27.23 5S 2F Building Service Employees Traveling Waxer/Shampooer $27.68 5S 2F Building Service Employees Window Cleaner (Non -Scaffold) $31.18 5S 2F Building Service Employees Window Cleaner (Scaffold) $32.18 5S 2F Cabinet Makers In Shop), Journey Level $22.74 1 Carpenters Acoustical Worker $68.19 15J 4C Carpenters Bridge, Dock And Wharf Carpenters $68.19 15J 4C Carpenters Carpenter $68.19 15J 4C Carpenters Floor Finisher $68.19 15J 4C Carpenters Floor Layer $68.19 15J 4C Carpenters Scaffold Erector $68.19 15J 4C Cement Masons Application of all Composition Mastic $67.41 15J 41J Cement Masons Application of all Epoxy Material $66.91 15J 4U Cement Masons Application of all Plastic Material $67.41 15J 41J Cement Masons Application of Sealing Compound $66.91 15J 4U Cement Masons Application of Underlayment $67.41 15J 41J Cement Masons Building General $66.91 15J 4U Cement Masons Composition or Kalman Floors $67.41 15J 4U Cement Masons Concrete Paving $66.91 15J 41J Cement Masons Curb Et Gutter Machine $67.41 15J 4U Cement Masons Curb Et Gutter, Sidewalks $66.91 15J 41J Cement Masons Curing Concrete $66.91 15J 4U Cement Masons Finish Colored Concrete $67.41 15J 41J Cement Masons Floor Grinding $67.41 15J 4U Cement Masons Floor Grinding/Polisher $66.91 15J 41J Cement Masons Green Concrete Saw, self -powered $67.41 15J 41J Cement Masons Grouting of all Plates $66.91 15J 4U Cement Masons Grouting of all Tilt -up Panels $66.91 15J 41J Cement Masons Gunite Nozzleman $67.41 15J 4U Cement Masons Hand Powered Grinder $67.41 15J 41J Cement Masons Journey Level $66.91 15J 4U Cement Masons Patching Concrete $66.91 15J 41J Cement Masons Pneumatic Power Tools $67.41 15J 4U Cement Masons Power Chipping Et Brushing $67.41 15J 4U Cement Masons Sand Blasting Architectural Finish $67.41 15J 41J Cement Masons Screed Et Rodding Machine $67.41 15J 4U Cement Masons Spackling or Skim Coat Concrete $66.91 15J 41J Cement Masons Troweling Machine Operator $67.41 15J 4U *Risk Class View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View View DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D King Cement Masons King Cement Masons King Divers Et Tenders King King King King King King King King King King King King King King King Divers Et Tenders Divers Et Tenders Divers Et Tenders Divers Et Tenders Divers 8 Tenders Divers Et Tenders Divers Et Tenders Dredge Workers Dredge Workers Dredge Workers Dredge Workers Dredge Workers Dredge Workers Dredge Workers Drywall Applicator Drywall Tapers Electrical Fixture Maintenance Workers Electricians - Inside Electricians - Inside Electricians - Inside Electricians - Inside Electricians - Inside Electricians - Inside Electricians - Inside Electricians - Motor Shop Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electricians - Powerline Construction Electronic Technicians Elevator Constructors Elevator Constructors Fabricated Precast Concrete Products Fence Erectors Fence Erectors Flaggers Glaziers Heat Et Frost Insulators And Asbestos Workers Heating Equipment Mechanics Hod Carriers Et Mason Tenders Industrial Power Vacuum Cleaner Inland Boatmen Inland Boatmen Inland Boatmen Inland Boatmen Inland Boatmen Inland Boatmen Troweling Machine Operator on Colored Slabs Tunnel Workers Bell/Vehicle or Submersible Operator (Not Under Pressure) Diver Diver On Standby Diver Tender Manifold Operator Manifold Operator Mixed Gas Remote Operated Vehicle Operator/Technician Remote Operated Vehicle Tender Assistant Engineer Assistant Mate (Deckhand) Boatmen Engineer Welder Leverman, Hydraulic Mates Oiler Journey Level Journey Level Journey Level Cable Splicer Cable Splicer (tunnel) Certified Welder Certified Welder (tunnel) Construction Stock Person Journey Level Journey Level (tunnel) Journey Level Cable Splicer Certified Line Welder Groundperson Heavy Line Equipment Operator Journey Level Lineperson Line Equipment Operator Meter Installer Pole Sprayer Powderperson Journey Level Mechanic Mechanic In Charge All Classifications - In -Factory Work Only Fence Erector Fence Laborer Journey Level Journey Level Journey Level Journey Level Journey Level Journey Level Boat Operator Cook Deckhand Deckhand Engineer Launch Operator Mate $67.41 15J 4U View $67.41 15J 4U View $122.46 15J 4C View $122.49 15J 4C 8V View $81.04 15J 4C View $73.60 15J 4C View $73.60 15J 4C View $78.60 15J 4C View $73.60 15J 4C View $68.64 15J 4C View $73.62 5D 3F View $73.05 5D 3F View $73.62 5D 3F View $75.03 5D 3F View $76.53 5D 3F View $73.62 5D 3F View $73.05 5D 3F View $68.19 15J 4C View $67.91 5P 1 E View $35.19 5L 1 E View $97.21 7C 4E View $104.49 7C 4E View $93.91 7C 4E View $100.86 7C 4E View $47.03 7C 4E View $90.59 7C 4E View $97.21 7C 4E View $48.68 5A 1 B View $88.89 5A 4D View $81.65 5A 4D View $52.91 5A 4D View $81.65 5A 4D View $81.65 5A 4D View $70.02 5A 4D View $52.91 5A 4D 8W View $81.65 5A 4D View $60.75 5A 4D View $59.10 7E 1 E View $103.81 7D 4A View $112.09 7D 4A View $18.25 5B 1 R View $46.29 15J 4V 8Y View $46.29 15J 4V 8Y View $46.29 15J 4V 8Y View $72.41 7L 1Y View $82.02 15H 11C View $91.83 7F 1 E View $57.31 15J 4V 8Y View $14.49 1 View $61.41 5B 1 K View $56.48 5B 1 K View $57.48 5B 1 K View $58.81 5B 1 K View $58.89 5B 1 K View $57.31 5B 1 K View DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D King Inspection/Cleaning/Sealing Of Sewer Et Cleaner Operator, Foamer Operator $31.49 1 View Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Sewer Et Grout Truck Operator $14.49 1 View Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Sewer 8 Head Operator $24.91 1 View Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Sewer Et Technician $19.33 1 View Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Sewer Et Tv Truck Operator $20.45 1 View Water Systems By Remote Control King Insulation Applicators Journey Level $68.19 15J 4C View King Ironworkers Journeyman $80.28 7N 10 View King Laborers Air, Gas Or Electric Vibrating Screed $54.62 15J 4V 8Y View King Laborers Airtrac Drill Operator $56.31 15J 4V 8Y View King Laborers Ballast Regular Machine $54.62 15J 4V 8Y View King Laborers Batch Weighman $46.29 15J 4V 8Y View King Laborers Brick Pavers $54.62 15J 4V 8Y View King Laborers Brush Cutter $54.62 15J 4V 8Y View King Laborers Brush Hog Feeder $54.62 15J 4V 8Y View King Laborers Burner $54.62 15J 4V 8Y View King Laborers Caisson Worker $56.31 15J 4V 8Y View King Laborers Carpenter Tender $54.62 15J 4V 8Y View King Laborers Cement Dumper -paving $55.62 15J 4V 8Y View King Laborers Cement Finisher Tender $54.62 15J 4V 8Y View King Laborers Change House Or Dry Shack $54.62 15J 4V 8Y View King Laborers Chipping Gun (30 Lbs. And Over) $55.62 15J 4V 8Y View King Laborers Chipping Gun (Under 30 Lbs.) $54.62 15J 4V 8Y View King Laborers Choker Setter $54.62 15J 4V 8Y View King Laborers Chuck Tender $54.62 15J 4V 8Y View King Laborers Clary Power Spreader $55.62 15J 4V 8Y View King Laborers Clean-up Laborer $54.62 15J 4V 8Y View King Laborers Concrete Dumper/Chute Operator $55.62 15J 4V 8Y View King Laborers Concrete Form Stripper $54.62 15J 4V 8Y View King Laborers Concrete Placement Crew $55.62 15J 4V 8Y View King Laborers Concrete Saw Operator/Core Driller $55.62 15J 4V 8Y View King Laborers Crusher Feeder $46.29 15J 4V 8Y View King Laborers Curing Laborer $54.62 15J 4V 8Y View King Laborers Demolition: Wrecking 8 Moving (Incl. $54.62 15J 4V 8Y View Charred Material) King Laborers Ditch Digger $54.62 15J 4V 8Y View King Laborers Diver $56.31 15J 4V 8Y View King Laborers Drill Operator (Hydraulic, Diamond) $55.62 15J 4V 8Y View King Laborers Dry Stack Walls $54.62 15J 4V 8Y View King Laborers Dump Person $54.62 15J 4V 8Y View King Laborers Epoxy Technician $54.62 15J 4V 8Y View King Laborers Erosion Control Worker $54.62 15J 4V 8Y View King Laborers Faller 8 Bucker Chain Saw $55.62 15J 4V 8Y View King Laborers Fine Graders $54.62 15J 4V 8Y View King Laborers Firewatch $46.29 15J 4V 8Y View King Laborers Form Setter $54.62 15J 4V 8Y View King Laborers Gabian Basket Builders $54.62 15J 4V 8Y View King Laborers General Laborer $54.62 15J 4V 8Y View King Laborers Grade Checker Et Transit Person $57.31 15J 4V 8Y View King Laborers Grinders $54.62 15J 4V 8Y View King Laborers Grout Machine Tender $54.62 15J 4V 8Y View King Laborers Groutmen (Pressure) Including Post $55.62 15J 4V 8Y View Tension Beams King Laborers Guardrail Erector $54.62 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level A) $56.31 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level B) $55.62 15J 4V 8Y View DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D King Laborers Hazardous Waste Worker (Level C) $54.62 15J 4V 8Y View King Laborers High Scaler $56.31 15J 4V 8Y View King Laborers Jackhammer $55.62 15J 4V 8Y View King Laborers Laserbeam Operator $55.62 15J 4V 8Y View King Laborers Maintenance Person $54.62 15J 4V 8Y View King Laborers Manhole Builder-Mudman $55.62 15J 4V 8Y View King Laborers Material Yard Person $54.62 15J 4V 8Y View King Laborers Motorman -Dinky Locomotive $55.62 15J 4V 8Y View King Laborers nozzleman (concrete pump, green cutter $57.31 15J 4V 8Y View when using combination of high pressure air 8 water on concrete Et rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) King Laborers Pavement Breaker $55.62 15J 4V 8Y View King Laborers Pilot Car $46.29 15J 4V 8Y View King Laborers Pipe Layer (Lead) $57.31 15J 4V 8Y View King Laborers Pipe Layer/Tailor $55.62 15J 4V 8Y View King Laborers Pipe Pot Tender $55.62 15J 4V 8Y View King Laborers Pipe Reliner $55.62 15J 4V 8Y View King Laborers Pipe Wrapper $55.62 15J 4V 8Y View King Laborers Pot Tender $54.62 15J 4V 8Y View King Laborers Powderman $56.31 15J 4V 8Y View King Laborers Powderman's Helper $54.62 15J 4V BY View King Laborers Power Jacks $55.62 15J 4V 8Y View King Laborers Railroad Spike Puller - Power $55.62 15J 4V 8Y View King Laborers Raker - Asphalt $57.31 15J 4V 8Y View King Laborers Re-timberman $56.31 15J 4V 8Y View King Laborers Remote Equipment Operator $55.62 15J 4V 8Y View King Laborers Rigger/Signal Person $55.62 15J 4V 8Y View King Laborers Rip Rap Person $54.62 15J 4V 8Y View King Laborers Rivet Buster $55.62 15J 4V 8Y View King Laborers Rodder $55.62 15J 4V 8Y View King Laborers Scaffold Erector $54.62 15J 4V 8Y View King Laborers Scale Person $54.62 15J 4V 8Y View King Laborers Sloper (Over 20") $55.62 15J 4V 8Y View King Laborers Sloper Sprayer $54.62 15J 4V 8Y View King Laborers Spreader (Concrete) $55.62 15J 4V 8Y View King Laborers Stake Hopper $54.62 15J 4V 8Y View King Laborers Stock Piler $54.62 15J 4V 8Y View King Laborers Swinging Stage/Boatswain Chair $46.29 15J 4V 8Y View King Laborers Tamper 8 Similar Electric, Air Et Gas $55.62 15J 4V 8Y View Operated Tools King Laborers Tamper (Multiple Et Self-propelled) $55.62 15J 4V 8Y View King Laborers Timber Person - Sewer (Lagger, Shorer Et $55.62 15J 4V 8Y View Cribber) King Laborers Toolroom Person (at Jobsite) $54.62 15J 4V 8Y View King Laborers Topper $54.62 15J 4V 8Y View King Laborers Track Laborer $54.62 15J 4V 8Y View King Laborers Track Liner (Power) $55.62 15J 4V 8Y View King Laborers Traffic Control Laborer $49.50 15J 4V 9C View King Laborers Traffic Control Supervisor $52.45 15J 4V 9C View King Laborers Truck Spotter $54.62 15J 4V 8Y View King Laborers Tugger Operator $55.62 15J 4V 8Y View King Laborers Tunnel Work -Compressed Air Worker 0-30 $142.82 15J 4V 9B View psi King Laborers Tunnel Work -Compressed Air Worker $147.85 15J 4V 9B View 30.01-44.00 psi King Laborers Tunnel Work -Compressed Air Worker $151.53 15J 4V 9B View 44.01-54.00 psi King Laborers Tunnel Work -Compressed Air Worker $157.23 15J 4V 9B View DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D 54.01-60.00 psi King Laborers Tunnel Work -Compressed Air Worker $159.35 15J 4V 9B View 60.01-64.00 psi King Laborers Tunnel Work -Compressed Air Worker $164.45 15J 4V 9B View 64.01-68.00 psi King Laborers Tunnel Work -Compressed Air Worker $166.35 15J 4V 9B View 68.01-70.00 psi King Laborers Tunnel Work -Compressed Air Worker $168.35 15J 4V 9B View 70.01-72.00 psi King Laborers Tunnel Work -Compressed Air Worker $170.35 15J 4V 9B View 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock Tender $57.41 15J 4V 8Y View King Laborers Tunnel Work -Miner $57.41 15J 4V 8Y View King Laborers Tunnel Work -Miner $57.41 7A 4V 8Y View King Laborers Vibrator $55.62 15J 4V 8Y View King Laborers Vinyl Seamer $54.62 15J 4V 8Y View King Laborers Watchman $42.08 15J 4V 8Y View King Laborers Welder $55.62 15J 4V 8Y View King Laborers Well Point Laborer $55.62 15J 4V 8Y View King Laborers Window Washer/Cleaner $42.08 15J 4V 8Y View King Laborers - Underground Sewer Et Water General Laborer Et Topman $54.62 15J 4V 8Y View King Laborers - Underground Sewer Et Water Pipe Layer $55.62 15J 4V 8Y View King Landscape Construction Landscape Construction/Landscaping Or $42.08 15J 4V 8Y View Planting Laborers King Landscape Construction Landscape Operator $75.50 15J 11G 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $68.19 15J 4C View King Marble Setters Journey Level $63.32 7E 1 N View King Metal Fabrication In Shop). Fitter/Certified Welder $42.17 151 11E View King Metal Fabrication In Shop) General Laborer $30.07 151 11E View King Metal Fabrication In Shop). Mechanic $43.63 151 11E View King Metal Fabrication In Shop), Welder/Burner $39.28 151 11E View King Millwright Journey Level $69.74 15J 4C View King Modular Buildings Cabinet Assembly $14.49 1 View King Modular Buildings Electrician $14.49 1 View King Modular Buildings Equipment Maintenance $14.49 1 View King Modular Buildings Plumber $14.49 1 View King Modular Buildings Production Worker $14.49 1 View King Modular Buildings Tool Maintenance $14.49 1 View King Modular Buildings Utility Person $14.49 1 View King Modular Buildings Welder $14.49 1 View King Painters Journey Level $47.70 6Z 2B View King Pile Driver Crew Tender $62.69 15J 4C View King Pile Driver Crew Tender/Technician $62.69 15J 4C View King Pile Driver Hyperbaric Worker - Compressed Air $85.00 15J 4C View Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $90.00 15J 4C View Worker 30.01 - 44.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $94.00 15J 4C View Worker 44.01 - 54.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $106.50 15J 4C View Worker 64.01 - 68.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $108.50 15J 4C View Worker 68.01 - 70.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $110.50 15J 4C View Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - Compressed Air $112.50 15J 4C View Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $68.64 15J 4C View King Plasterers Journey Level $64.14 ZQ 1 R View King Plasterers Nozzleman $67.64 M 1 R View DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D King Playground Et Park Equipment Installers Journey Level $14.49 1 View King Plumbers Et Pipefitters Journey Level $94.69 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $76.77 15J 11G 8X View King Power Equipment Operators Assistant Engineer $72.20 15J 11G 8X View King Power Equipment Operators Barrier Machine (zipper) $76.09 15J 11G 8X View King Power Equipment Operators Batch Plant Operator: concrete $76.09 15J 11G 8X View King Power Equipment Operators Boat Operator $76.87 7A 11H 8X View King Power Equipment Operators Bobcat $72.20 15J 11G 8X View King Power Equipment Operators Brokk - Remote Demolition Equipment $72.20 15J 11G 8X View King Power Equipment Operators Brooms $72.20 15J 11G 8X View King Power Equipment Operators Bump Cutter $76.09 15J 11G 8X View King Power Equipment Operators Cableways $76.77 15J 11G 8X View King Power Equipment Operators Chipper $76.09 15J 11G 8X View King Power Equipment Operators Compressor $72.20 15J 11G 8X View King Power Equipment Operators Concrete Finish Machine - Laser Screed $72.20 15J 11G 8X View King Power Equipment Operators Concrete Pump - Mounted Or Trailer High $75.50 15J 11G 8X View Pressure Line Pump, Pump High Pressure King Power Equipment Operators Concrete Pump: Truck Mount With Boom $76.77 15J 11G 8X View Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount With Boom $76.09 15J 11G 8X View Attachment Up To 42m King Power Equipment Operators Conveyors $75.50 15J 11G 8X View King Power Equipment Operators Cranes Friction: 200 tons and over $79.20 7A 11H 8X View King Power Equipment Operators Cranes, A -frame: 10 tons and under $72.30 7A 11H 8X View King Power Equipment Operators Cranes: 100 tons through 199 tons, or $77.63 7A 11H 8X View 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 tons through 44 tons with $76.19 7A 11H 8X View attachments King Power Equipment Operators Cranes: 200 tons- 299 tons, or 250' of $78.44 7A 11H 8X View boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or 300' of $79.20 7A 11H 8X View boom including jib with attachments King Power Equipment Operators Cranes: 45 tons through 99 tons, under $76.87 7A 11H 8X View 150' of boom(including jib with attachments) King Power Equipment Operators Cranes: Friction cranes through 199 tons $78.44 7A 11H 8X View King Power Equipment Operators Cranes: through 19 tons with $75.60 7A 11H 8X View attachments, a -frame over 10 tons King Power Equipment Operators Crusher $76.09 15J 11G 8X View King Power Equipment Operators Deck Engineer/Deck Winches (power) $76.09 15J 11G 8X View King Power Equipment Operators Derricks, On Building Work $76.77 15J 11G 8X View King Power Equipment Operators Dozers D-9 8 Under $75.50 15J 11G 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane $75.50 15J 11G 8X View Mount King Power Equipment Operators Drilling Machine $77.53 15J 11G 8X View King Power Equipment Operators Elevator and man -lift: permanent and $72.20 15J 11G 8X View shaft type King Power Equipment Operators Finishing Machine, Bidwell And Gamaco $76.09 15J 11G 8X View Et Similar Equipment King Power Equipment Operators Forklift: 3000 lbs and over with $75.50 15J 11G 8X View attachments King Power Equipment Operators Grade Engineer: Using Blue Prints, Cut $76.09 15J 11G 8X View Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $72.20 15J 11G 8X View King Power Equipment Operators Guardrail Punch $76.09 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump Articulating Off- $76.77 15J 11G 8X View Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump Articulating Off -road $76.09 15J 11G 8X View Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill Locator $75.50 15J 11G 8X View King Power Equipment Operators Horizontal/Directional Drill Operator $76.09 15J 11G 8X View DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D King Power Equipment Operators Hydralifts/Boom Trucks Over 10 Tons $75.60 7A 11H 8X View King Power Equipment Operators Hydralifts/boom trucks: 10 tons and $72.30 7A 11H 8X View under King Power Equipment Operators Leverman $78.33 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But Not $76.77 15J 11G 8X View Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 Yards $76.09 15J 11G 8X View King Power Equipment Operators Loaders, Plant Feed $76.09 15J 11G 8X View King Power Equipment Operators Loaders: Elevating Type Belt $75.50 15J 11G 8X View King Power Equipment Operators Locomotives, All $76.09 15J 11G 8X View King Power Equipment Operators Material Transfer Device $76.09 15J 11G 8X View King Power Equipment Operators Mechanics: All (Leadmen - $0.50 per hour $77.53 15J 11G 8X View over mechanic) King Power Equipment Operators Motor Patrol Graders $76.77 15J 11G 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, $76.77 15J 11G 8X View Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower Distribution Et $72.20 15J 11G 8X View Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators and Manlifts), $75.50 15J 11G 8X View Air Tuggers, Strato King Power Equipment Operators Overhead, bridge type: 100 tons and $77.63 7A 11H 8X View over King Power Equipment Operators Overhead, bridge type: 45 tons through $76.87 7A 11H 8X View 99 tons King Power Equipment Operators Pavement Breaker $72.20 15J 11G 8X View King Power Equipment Operators Pile Driver (other Than Crane Mount) $76.09 15J 11G 8X View King Power Equipment Operators Plant Oiler - Asphalt, Crusher $75.50 15J 11G 8X View King Power Equipment Operators Posthole Digger, Mechanical $72.20 15J 11G 8X View King Power Equipment Operators Power Plant $72.20 15J 11G 8X View King Power Equipment Operators Pumps - Water $72.20 15J 11G 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $76.77 15J 11G 8X View King Power Equipment Operators Remote Control Operator On Rubber $76.77 15J 11G 8X View Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $72.30 7A 11H 8X View King Power Equipment Operators Rigger/Signal Person, Bellman(Certified) $75.60 7A 11H 8X View King Power Equipment Operators Rollagon $76.77 15J 11G 8X View King Power Equipment Operators Roller, Other Than Plant Mix $72.20 15J 11G 8X View King Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $75.50 15J 11G 8X View King Power Equipment Operators Roto-mill, Roto-grinder $76.09 15J 11G 8X View King Power Equipment Operators Saws - Concrete $75.50 15J 11G 8X View King Power Equipment Operators Scraper, Self Propelled Under 45 Yards $76.09 15J 11G 8X View King Power Equipment Operators Scrapers - Concrete ft Carry All $75.50 15J 11G 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 Yards And $76.77 15J 11G 8X View Over King Power Equipment Operators Service Engineers: Equipment $75.50 15J 11G 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $72.20 15J 11G 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, Tractors $75.50 15J 11G 8X View Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 $76.77 15J 11G 8X View Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 $76.09 15J 11G 8X View To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 $77.53 15J 11G 8X View Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 $78.33 15J 11G 8X View Metric Tons King Power Equipment Operators Slipform Pavers $76.77 15J 11G 8X View King Power Equipment Operators Spreader, Topsider ft Screedman $76.77 15J 11G 8X View King Power Equipment Operators Subgrader Trimmer $76.09 15J 11G 8X View King Power Equipment Operators Tower Bucket Elevators $75.50 15J 11G 8X View King Power Equipment Operators Tower Crane: over 175' through 250' in $78.44 7A 11H 8X View height, base to boom DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D King Power Equipment Operators Tower crane: up to 175' in height base to $77.63 7A 11H 8X View boom King Power Equipment Operators Tower Cranes: over 250' in height from $79.20 7A 11H 8X View base to boom King Power Equipment Operators Transporters, All Track Or Truck Type $76.77 15J 11G 8X View King Power Equipment Operators Trenching Machines $75.50 15J 11G 8X View King Power Equipment Operators Truck crane oiler/driver: under 100 tons $75.60 7A 11H 8X View King Power Equipment Operators Truck Mount Portable Conveyor $76.09 15J 11G 8X View King Power Equipment Operators Welder $76.77 15J 11G 8X View King Power Equipment Operators Wheel Tractors, Farman Type $72.20 15J 11G 8X View King Power Equipment Operators Yo Yo Pay Dozer $76.09 15J 11G 8X View King Power Equipment Operators- Asphalt Plant Operators $76.77 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Assistant Engineer $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $76.09 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Boat Operator $76.87 7A 11H 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Brokk - Remote Demolition Equipment $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Brooms $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cableways $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Chipper $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Compressor $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Concrete Finish Machine - Laser Screed $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Pump - Mounted Or Trailer High $75.50 15J 11G 8X View Underground Sewer Et Water Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount With Boom $76.77 15J 11G 8X View Underground Sewer Et Water Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount With Boom $76.09 15J 11G 8X View Underground Sewer Et Water Attachment Up To 42m King Power Equipment Operators- Conveyors $75.50 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Cranes Friction: 200 tons and over $79.20 7A 11H 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes, A -frame: 10 tons and under $72.30 7A 11H 8X View Underground Sewer 8 Water King Power Equipment Operators- Cranes: 100 tons through 199 tons, or $77.63 7A 11H 8X View Underground Sewer Et Water 150' of boom (including jib with attachments) King Power Equipment Operators- Cranes: 20 tons through 44 tons with $76.19 7A 11H 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Cranes: 20 tons through 44 tons with $76.19 7A 11H 8X View Underground Sewer 8 Water attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or 250' of $78.44 7A 11H 8X View Underground Sewer Et Water boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or 300' of $79.20 7A 11H 8X View Underground Sewer Et Water boom including jib with attachments King Power Equipment Operators- Cranes: 45 tons through 99 tons, under $76.87 7A 11H 8X View Underground Sewer 8 Water 150' of boom(including jib with attachments) King Power Equipment Operators- Cranes: Friction cranes through 199 tons $78.44 7A 11H 8X View Underground Sewer Et Water DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D King Power Equipment Operators- Cranes: through 19 tons with $75.60 7A 11H 8X View Underground Sewer 8 Water attachments, a -frame over 10 tons King Power Equipment Operators- Crusher $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/Deck Winches (power) $76.09 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Derricks, On Building Work $76.77 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Dozers D-9 Et Under $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane $75.50 15J 11G 8X View Underground Sewer 8 Water Mount King Power Equipment Operators- Drilling Machine $77.53 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Elevator and man -lift: permanent and $72.20 15J 11G 8X View Underground Sewer 8 Water shaft type King Power Equipment Operators- Finishing Machine, Bidwell And Gamaco $76.09 15J 11G 8X View Underground Sewer 8 Water 8 Similar Equipment King Power Equipment Operators- Forklift: 3000 lbs and over with $75.50 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Forklifts: under 3000 lbs. with $72.20 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Forklifts: under 3000 lbs. with $72.20 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut $76.09 15J 11G 8X View Underground Sewer Et Water Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Guardrail Punch $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump Articulating Off- $76.77 15J 11G 8X View Underground Sewer 8 Water Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump Articulating Off -road $76.09 15J 11G 8X View Underground Sewer Et Water Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill Locator $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Horizontal/Directional Drill Operator $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Hydralifts/boom trucks: 10 tons and $72.30 7A 11H 8X View Underground Sewer Et Water under King Power Equipment Operators- Hydralifts/boom trucks: over 10 tons $75.60 7A 11H 8X View Underground Sewer 8 Water King Power Equipment Operators- Leverman $78.33 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But Not $76.77 15J 11G 8X View Underground Sewer Et Water Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 Yards $76.09 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Loaders, Plant Feed $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $76.09 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Material Transfer Device $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mechanics: All (Leadmen - $0.50 per hour $77.53 15J 11G 8X View Underground Sewer Et Water over mechanic) King Power Equipment Operators- Motor Patrol Graders $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel Drill, $76.77 15J 11G 8X View Underground Sewer Et Water Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower Distribution Et $72.20 15J 11G 8X View Underground Sewer Et Water Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators and Manlifts), $75.50 15J 11G 8X View Underground Sewer Et Water Air Tuggers, Strato DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D King Power Equipment Operators- Overhead, bridge type: 100 tons and $77.63 7A 11H 8X View Underground Sewer 8 Water over King Power Equipment Operators- Overhead, bridge type: 45 tons through $76.87 7A 11H 8X View Underground Sewer Et Water 99 tons King Power Equipment Operators- Pavement Breaker $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Pile Driver (other Than Crane Mount) $76.09 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Power Plant $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $76.77 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Remote Control Operator On Rubber $76.77 15J 11G 8X View Underground Sewer Et Water Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $72.30 7A 11H 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bellman(Certified) $75.60 7A 11H 8X View Underground Sewer Et Water King Power Equipment Operators- Rollagon $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roto-mill, Roto-grinder $76.09 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Saws - Concrete $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers - Concrete Et Carry All $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 Yards And $76.77 15J 11G 8X View Underground Sewer Et Water Over King Power Equipment Operators- Shotcrete/Gunite Equipment $72.20 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Shovel, Excavator, Backhoe, Tractors $75.50 15J 11G 8X View Underground Sewer Et Water Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 $76.77 15J 11G 8X View Underground Sewer Et Water Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 $76.09 15J 11G 8X View Underground Sewer 8 Water To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 $77.53 15J 11G 8X View Underground Sewer Et Water Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 $78.33 15J 11G 8X View Underground Sewer Et Water Metric Tons King Power Equipment Operators- Slipform Pavers $76.77 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Spreader, Topsider Et Screedman $76.77 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Subgrader Trimmer $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Crane: over 175' through 250' in $78.44 7A 11H 8X View Underground Sewer Et Water height, base to boom King Power Equipment Operators- Tower crane: up to 175' in height base to $77.63 7A 11H 8X View Underground Sewer Et Water boom King Power Equipment Operators- Tower Cranes: over 250' in height from $79.20 7A 11H 8X View Underground Sewer Et Water base to boom DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D King Power Equipment Operators- Transporters, All Track Or Truck Type $76.77 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Trenching Machines $75.50 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/Driver: 100 tons and $76.19 7A 11H 8X View Underground Sewer 8 Water over King Power Equipment Operators- Truck crane oiler/driver: under 100 tons $75.60 7A 11 H 8X View Underground Sewer 8 Water King Power Equipment Operators- Truck Mount Portable Conveyor $76.09 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Welder $76.77 15J 11G 8X View Underground Sewer 8 Water King Power Equipment Operators- Wheel Tractors, Farman Type $72.20 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $76.09 15J 11G 8X View Underground Sewer 8 Water King Power Line Clearance Tree Trimmers Journey Level In Charge $57.22 5A 4A View King Power Line Clearance Tree Trimmers Spray Person $54.32 5A 4A View King Power Line Clearance Tree Trimmers Tree Equipment Operator $57.22 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer $51.18 5A 4A View King Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $38.99 5A 4A View King Refrigeration Et Air Conditioning Journey Level $90.01 6Z 1G View Mechanics King Residential Brick Mason Journey Level $63.32 7E 1 N View King Residential Carpenters Journey Level $36.44 1 View King Residential Cement Masons Journey Level $46.64 1 View King Residential Drywall Applicators Journey Level $68.19 15J 4C View King Residential Drywall Tapers Journey Level $36.36 1 View King Residential Electricians Journey Level $48.80 1 View King Residential Glaziers Journey Level $28.93 1 View King Residential Insulation Applicators Journey Level $28.18 1 View King Residential Laborers Journey Level $29.73 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $23.47 1 View King Residential Plumbers Et Pipefitters Journey Level $94.69 6Z 1G View King Residential Refrigeration 8 Air Journey Level $90.01 6Z 1G View Conditioning Mechanics King Residential Sheet Metal Workers Journey Level $91.83 7F 1 E View King Residential Soft Floor Layers Journey Level $51.91 5A 3J View King Residential Sprinkler Fitters (Fire Journey Level $53.04 5C 211 View Protection) King Residential Stone Masons Journey Level $63.32 7E 1 N View King Residential Terrazzo Workers Journey Level $58.71 7E 1 N View King Residential Terrazzo/Tile Finishers Journey Level $24.39 1 View King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $59.05 5A 3H View King Roofers Using Irritable Bituminous Materials $62.05 5A 3H View King Sheet Metal Workers Journey Level (Field or Shop) $91.83 7F 1 E View King Shipbuilding Et Ship Repair New Construction Boilermaker $39.58 7V 1 View King Shipbuilding 8 Ship Repair New Construction Carpenter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Crane Operator $39.58 7V 1 View King Shipbuilding 8 Ship Repair New Construction Electrician $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Heat Et Frost Insulator $82.02 15H 11C View King Shipbuilding 8 Ship Repair New Construction Laborer $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Machinist $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Operating Engineer $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Painter $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Pipefitter $39.58 7V 1 View King Shipbuilding 8 Ship Repair New Construction Rigger $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Sheet Metal $39.58 7V 1 View King Shipbuilding 8 Ship Repair New Construction Shipfitter $39.58 7V 1 View DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D King Shipbuilding 8 Ship Repair New Construction Warehouse/Teamster $39.58 7V 1 View King Shipbuilding Et Ship Repair New Construction Welder / Burner $39.58 7V 1 View King Shipbuilding 8 Ship Repair Ship Repair Boilermaker $47.45 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Carpenter $47.35 7X 4J View King Shipbuilding 8 Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Electrician $48.92 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost Insulator $82.02 15H 11C View King Shipbuilding 8 Ship Repair Ship Repair Laborer $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $47.35 7X 4J View King Shipbuilding 8 Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding E Ship Repair Ship Repair Painter $47.35 7X 4J View King Shipbuilding 8 Ship Repair Ship Repair Pipefitter $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Rigger $47.45 7X 4J View King Shipbuilding 8 Ship Repair Ship Repair Sheet Metal $47.35 7X 4J View King Shipbuilding 8 Ship Repair Ship Repair Shipwright $47.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Warehouse / Teamster $45.06 7Y 4K View King Sign Makers 8 Installers (Electrical) Journey Level $53.62 0 1 View King Sign Makers Et Installers (Non -Electrical). Journey Level $34.42 0 1 View King Soft Floor Layers Journey Level $54.41 5A 3J View King Solar Controls For Windows Journey Level $14.49 1 View King Sprinkler Fitters (Fire Protection) Journey Level $89.49 5C 1X View King Stage Rigging Mechanics (Non Structural), Journey Level $14.49 1 View King Stone Masons Journey Level $63.32 7E 1 N View King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 View King Surveyors Assistant Construction Site Surveyor $75.60 7A 11H 8X View King Surveyors Chainman $72.30 7A 11H 8X View King Surveyors Construction Site Surveyor $76.87 7A 11H 8X View King Surveyors Drone Operator (when used in $72.30 7A 11H 8X View coniunction with survev work onlv) King King King King King King King King King King King King King King King King King King King Surveyors Telecommunication Technicians Telephone Line Construction - Outside Telephone Line Construction - Outside Telephone Line Construction - Outside Telephone Line Construction - Outside Terrazzo Workers Tile Setters Tile, Marble Et Terrazzo Finishers Traffic Control Stripers Truck Drivers Truck Drivers Truck Drivers Truck Drivers Truck Drivers Truck Drivers - Ready Mix Well Drillers Et Irrigation Pump Installers Well Drillers Et Irrigation Pump Installers Well Drillers Et Irrigation Pump Installers Ground Penetrating Radar Operator Journey Level Cable Splicer Hole Digger/Ground Person Telephone Equipment Operator (Light) Telephone Lineperson Journey Level Journey Level Finisher Journey Level Asphalt Mix Over 16 Yards Asphalt Mix To 16 Yards Dump Truck Dump Truck 8 Trailer Other Trucks Transit Mix Irrigation Pump Installer Oiler Well Driller $72.30 7A 11H 8X View $59.10 7E 1 E View $38.27 5A 2B View $25.66 5A 2B View $31.96 5A 2B View $36.17 5A 2B View $58.71 7E 1 N View $58.71 7E 1 N View $49.54 7E 1 N View $50.51 7A 1 K View $69.95 15J 111 8L View $69.11 15J 111 8L View $69.11 15J 111 8L View $69.95 15J 111 8L View $69.95 15J 111 8L View $69.95 15J 111 8L View $17.71 1 View $14.49 1 View $18.00 1 View DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four - ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1of15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight -time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2of15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. 3of15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued 4. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four - day, ten hour work week, and Saturday shall be paid at one and one half (1%) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4of15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued 4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 %z) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. 5of15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued 4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. 11. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. All non -overtime and non -holiday hours worked between 4:00 pm and 5:00 am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage. 6of15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Overtime Codes Continued 11. D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. E. The first two (2) hours after eight (8) regular hours Monday through Friday, the first ten (10) hours on Saturday, and the first ten (10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four -day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four - day, ten hour work week, and Saturday shall be paid at one-half times the hourly rate of wage for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of nine (9) hours or more. When an employee returns to work without at least nine (9) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the nine (9) hours rest period. H. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of ten (10) hours or more. When an employee returns to work without at least ten (10) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the ten (10) hours rest period. Overtime Codes Continued 7of15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 11. I. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay. All work performed after 6:00 pm Saturday to 5:00 am Monday, all work performed over twelve (12) hours, and all work performed on holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional two dollar ($2.00) per hour for all hours worked that shift. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). 8of15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Holiday Codes Continued R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 9of15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Holiday Codes Continued F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. 10 of 15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Holiday Codes Continued 7. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year's Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. G. New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 11 of 15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Holiday Codes Continued Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year's Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. 15. G. New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, and Christmas Day (8). When the following holidays fall on a Saturday (New Year's Day, Independence Day, and Christmas Day) the preceding Friday will be considered as the holiday; should they fall on a Sunday, the following Monday shall be considered as the holiday. I. Holidays: New Year's Day, President's Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the last regular workday before Christmas (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. 12 of 15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 10l' to 150' - $3.00 per foot for each foot over 101 feet. Over 15l' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' - $1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. 13 of 15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Note Codes Continued 8. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A) — 130' to 199' — $0.50 per hour over their classification rate. (B) — 200' to 299' — $0.80 per hour over their classification rate. (C) — 300' and over — $1.00 per hour over their classification rate. 14 of 15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Benefit Code Key — Effective 3/3/2022 thru 8/30/2022 Note Codes Continued 9. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. 15 of 15 DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 1 "General Decision Number: WA20220001 02/25/2022 Superseded General Decision Number: WA20210001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Note: Contracts subject to the Davis -Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658. Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but do not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). lIf the contract is entered l linto on or after January 30, 1 12022, or the contract is 1 Irenewed or extended (e.g., an 1 loption is exercised) on or 1 lafter January 30, 2022: 1 1 I 1 I 1 I 1 I 1 I 1 I 1 I lIf the contract was awarded onl for between January 1, 2015 andl lJanuary 29, 2022, and the 1 lcontract is not renewed or 1 lextended on or after January 130, 2022: 1 1 1 1 1 1 1 1 1 1 1 1 1 Executive Order 14026 l generally applies to the l contract. 1 The contractor must pay 1 all covered workers at l least $15.00 per hour (or l the applicable wage rate l listed on this wage 1 determination, if it is 1 higher) for all hours l spent performing on the l contract in 2022. 1 I Executive Order 13658 1 generally applies to the l contract. 1 The contractor must pay alll covered workers at least 1 $11.25 per hour (or the 1 applicable wage rate listedl on this wage determination,l if it is higher) for all 1 hours spent performing on 1 that contract in 2022. 1 I The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request. Additional information on contractor requirements and worker protections under the Executive Orders is available at https://www.dol.gov/agencies/whd/government-contracts. 1IPage WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 2 Modification Number 0 1 2 CARP0003-006 06/01/2018 Publication Date 01/07/2022 02/18/2022 02/25/2022 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA, and WAHKIAKUM Counties. Rates Carpenters: CARPENTERS ..................$ 37.64 DIVERS TENDERS ..............$ 43.73 DIVERS ......................$ 87.73 DRYWALL .....................$ 37.64 MILLWRIGHTS .................$ 38.17 PILEDRIVERS .................$ 38.71 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 Fringes 16.83 16.83 16.83 16.83 16.83 16.83 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) 2 1 P a g e WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 3 ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities CARP0030-004 06/01/2020 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM Counties Rates Fringes CARPENTER BRIDGE CARPENTERS ........... $ 46.92 18.02 CARPENTERS ON CREOSOTE MATERIAL ....................$ 47.02 18.02 CARPENTERS ..................$ 46.92 18.02 DIVERS TENDER ...............$ 51.89 18.02 DIVERS ......................$ 100.78 18.02 MILLWRIGHT AND MACHINE ERECTORS ....................$ 48.42 18.02 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ........ $ 47.17 18.02 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside 3 1 P a g e WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 4 Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour ---------------------------------------------------------------- CARP0059-002 06/01/2019 ADAMS, ASOTIN, BENTON, CHELAN (East of 120th meridian), COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT (East of 120th meridian), KITTITAS (East of 120th meridian), LINCOLN, OKANOGAN (East of 120th meridian), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, and YAKIMA (East of 120th meridian) Counties Rates CARPENTER GROUP 1.....................$ 35.47 GROUP 2.....................$ 47.42 GROUP 3.....................$ 36.66 GROUP 4.....................$ 36.66 GROUP 5.....................$ 83.96 GROUP 6.....................$ 40.23 GROUP 7.....................$ 41.23 GROUP 8.....................$ 37.66 GROUP 9.....................$ 44.23 CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter GROUP 2: Millwright, Machine Erector Fringes 16.88 18.96 16.88 16.88 16.88 16.88 16.88 16.88 16.88 GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge, Dock, and Wharf carpenters GROUP 5: Diver Wet 4 1 P a g e WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 5 GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby GROUP 8: Assistant Diver Tender, ROV Tender/Technician GROUP 9: Manifold Operator -Mixed Gas ZONE PAY: ZONE 1 0-45 MILES FREE ZONE 2 45-100 $4.00/PER HOUR ZONE 3 OVER 100 MILES $6.00/PER HOUR DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: MOSCOW (306 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite). DEPTH PAY FOR DIVERS BELOW WATER SURFACE: 50-100 feet $2.00 per foot 101-150 feet $3.00 per foot 151-220 feet $4.00 per foot 221 feet and deeper $5.00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 feet Free 26-300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. 5 1 P a g e WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 6 HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical ""splash suit"". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- CARP0770-003 06/01/2020 WEST OF 120TH MERIDIAN FOR THE FOLLOWING COUNTIES: CHELAN, DOUGLAS, GRANT, KITTITAS, OKANOGAN, and YAKIMA Rates Fringes CARPENTER CARPENTERS ON CREOSOTE MATERIAL ....................$ 47.02 18.02 CARPENTERS ..................$ 46.92 18.02 DIVERS TENDER ...............$ 51.89 18.02 DIVERS ......................$ 100.78 18.02 MILLWRIGHT AND MACHINE ERECTORS ....................$ 48.42 18.02 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ........ $ 47.17 18.02 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS 6 1 P a g e WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 7 Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Auburn Renton Aberdeen-Hoquiam Ellensburg Centralia Chelan Olympia Bremerton Shelton Tacoma Everett Mount Vernon Pt. Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour Bellingham Anacortes Yakima Wenatchee Port Angeles Sunnyside (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour ---------------------------------------------------------------- ELEC0046-001 01/01/2022 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER ....................$ 68.50 25.72 ELECTRICIAN ......................$ 64.31 26.28 ---------------------------------------------------------------- * ELECO048-003 01/01/2021 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER ....................$ 44.22 21.50 ELECTRICIAN ......................$ 50.35 25.48 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: 7 1 P a g e WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 8 Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ---------------------------------------------------------------- ELECO048-029 01/01/2021 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER ....................$ 44.22 21.50 ELECTRICIAN ......................$ 50.35 25.48 ---------------------------------------------------------------- ELEC0073-001 01/01/2022 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 34.10 16.68 ELECTRICIAN ......................$ 39.55 19.68 ---------------------------------------------------------------- ELECO076-002 08/31/2021 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER ....................$ 53.15 23.81 ELECTRICIAN ......................$ 51.77 24.23 ---------------------------------------------------------------- ELEC0112-005 06/01/2021 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER ....................$ 52.50 23.01 ELECTRICIAN ......................$ 50.00 22.93 ---------------------------------------------------------------- 8 1 P a g e WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 9 ELECO191-003 06/01/2020 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER ....................$ 44.23 17.73 ELECTRICIAN ......................$ 47.95 26.16 ---------------------------------------------------------------- ELEC0191-004 06/01/2018 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 40.82 17.63 ELECTRICIAN ......................$ 42.45 21.34 ---------------------------------------------------------------- ENGI0302-003 06/01/2021 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES Zone 1 (0-25 radius miles): Rates POWER EQUIPMENT OPERATOR Group 1A...................$ 51.91 Group 1AA..................$ 52.66 Group 1AAA.................$ 53.42 Group 1.....................$ 51.15 Group 2.....................$ 50.50 Group 3.....................$ 49.92 Group 4.....................$ 46.73 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 Fringes 23.82 23.82 23.82 23.82 23.82 23.82 23.82 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) 9 1 P a g e WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 10 GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -overhead, bridge type-20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power); Drilling machine; Excavator, shovel, backhoe-3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders -overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers -asphalt plant; Motor patrol graders -finishing; Piledriver (other than crane mount); Roto-mill,roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off -road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine -shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader -elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps -concrete; Roller, plant mix or multi -lift materials; Saws -concrete; Scrpers-concrete and carry -all; Service engineer -equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under 101 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 11 GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine-laser screed; Cranes -A frame-10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class ""C"" Suit - Base wage rate plus $ .25 per hour. H-3 Class ""B"" Suit - Base wage rate plus $ .50 per hour. H-4 Class ""A"" Suit - Base wage rate plus $ .75 per hour. ---------------------------------------------------------------- ENGI0370-002 06/01/2021 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes POWER EQUIPMENT OPERATOR GROUP I .....................$ 29.76 20.65 GROUP 2.....................$ 30.08 20.65 GROUP 3.....................$ 30.69 20.65 GROUP 4.....................$ 30.85 20.65 GROUP 5.....................$ 31.01 20.65 GROUP 6.....................$ 31.21 20.65 GROUP 7.....................$ 31.56 20.65 GROUP 8.....................$ 32.66 20.65 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 111 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 12 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Fireman & Heater Tender; Hydro -seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler -Driver (CLD required) & Cable Tender, Mucking Machine GROUP 2: A -frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra -lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable -concrete); Pavement Breaker, Hydra -Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self-propelled); Railroad Power Tamper Operator (self-propelled); Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete); Spreader Box (self-propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator GROUP 3: A -frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green & similar); Elevating Grader -type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer/Tractor (up to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator 121 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 13 GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front-end, under 4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R/T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re -screening); Vacuum Drill (reverse circulation drill under 8 inch bit) GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self-propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar); Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments); Cable Controller (dispatcher); Compactor (self-propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber -tired; Screed Operator; Shovel(under 3 yds.); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator (Recycle Train); Lime Brain Operator (Recycle Train); Mobile Crusher Operator (Recycle Train) 131 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 14 GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar); Ultra High Pressure Wateriet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over); Helicopter Pilot BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ENGI0612-001 06/01/2020 PIERCE County ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles): Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A...................$ 49.50 22.47 GROUP 1AA..................$ 50.22 22.47 GROUP 1AAA.................$ 50.94 22.47 GROUP 1.....................$ 48.77 22.47 GROUP 2.....................$ 48.15 22.47 GROUP 3.....................$ 47.60 22.47 GROUP 4.....................$ 44.55 22.47 141 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 15 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) = $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self -propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator - concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump -truck mount with boom attachment; Crusher; Deck engineer/deck winches (power); Drilling machine; Excavator, shovel, backhoe-3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self- propelled, hard tail end dump, articulating off -road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine -shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay 151 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 16 GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders -elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump -Concrete; Roller, plant mix or multi-lfit materials; Saws -concrete; Scrapers, concrete and carry all; Service engineers -equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger -mechanical; Power plant; Pumps -water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing, Class ""D"" Suit - Base wage rate plus $ .50 per hour. H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour. H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour. H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour. 161 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 17 ENGI0612-012 06/01/2020 LEWIS, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles): Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A...................$ 48.41 22.47 GROUP 1AA..................$ 49.13 22.47 GROUP 1AAA.................$ 49.83 22.47 GROUP 1.....................$ 47.70 22.47 GROUP 2.....................$ 47.08 22.47 GROUP 3.....................$ 46.55 22.47 GROUP 4.....................$ 43.54 22.47 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) = $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off -road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self -propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type 171 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 18 GROUP 2 - Barrier machine (zipper); Batch Plant Operator - concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump -truck mount with boom attachment; Crusher; Deck engineer/deck winches (power); Drilling machine; Excavator, shovel, backhoe-3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self- propelled, hard tail end dump, articulating off -road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine -shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders -elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump -Concrete; Roller, plant mix or multi-lfit materials; Saws -concrete; Scrapers, concrete and carry all; Service engineers -equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger -mechanical; Power plant; Pumps -water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. 181 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 19 HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing, Class ""D"" Suit - Base wage rate plus $ .50 per hour. H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour. H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour. H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour. ---------------------------------------------------------------- ENGI0701-002 01/01/2018 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1.....................$ 41.65 14.35 GROUP 1A....................$ 43.73 14.35 GROUP 1B....................$ 45.82 14.35 GROUP 2.....................$ 39.74 14.35 GROUP 3.....................$ 38.59 14.35 GROUP 4.....................$ 37.51 14.35 GROUP 5.....................$ 36.27 14.35 GROUP 6.....................$ 33.05 14.35 Zone Differential (add to Zone 1 rates): Zone 2 - $3.00 Zone 3 - $6.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens ""Blast Zone"" shall receive Zone I pay for all classifications. 191 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 20 All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS Group 1 Concrete Batch Plan and or Wet mix three (3) units or more; Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred (200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments); Crane, Tower Crane with one hundred seventy five foot (175') tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over; Helicopter when used in erecting work Group lA Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine (299) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175') tower or over two hundred foot (200') jib; Crane, tower Crane on rail system or 2nd tower or more in work radius 201 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 21 Group 1B Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over Group 2 Asphalt Plant (any type); Asphalt Roto-Mill, pavement profiler eight foot (8') lateral cut and over; Auto Grader or ""Trimmer""; Blade, Robotic; Bulldozer, Robotic Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150') boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton; Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200') of boom (including jib inserts and/or attachments); Crane, fifty (50) ton through eighty nine (89) ton with over one hundred fifty foot (150') boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size Group 3 Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.; Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150') boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three (3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand (120,000) lbs. 211 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 22 Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (8') lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine; Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable -Plow (any type); Cableway up to twenty five (25) ton; Cat Drill (John Henry); Chippers; Compactor, multi -engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile; Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred (100) ton; Crane, Floating Clamshell, Dragline, etc. Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100') in height and less than one hundred fifty foot (150') jib (on rail included); Diesel -Electric Engineer (Plant or Floating); Directional Drill over twenty thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade -all; Guardrail Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self -unloading; Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane type); Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi -Purpose; Rubber -tired Dozers and Pushers; Scraper, all types; Side -Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber -tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris); Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine; Ultra High Pressure Water Jet Cutting Tool System Operator; Vacuum Blasting Machine Operator; Water pulls, Water wagons 221 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 23 Group 5 Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto-Mill pavement profiler ground man; Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work; Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator; Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less; Concrete, Planer; Concrete, Pump; Concrete, Pump Truck; Concrete, Pumperete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20,000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs.; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber -tired type, less than twenty five thousand (25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self -Propelled; Tractor, Rubber -Tired, fifty (50) HP flywheel and under; Trenching Machine Operator, maximum digging capacity three foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc. Group 6 Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler; Boatman; Bobcat, skid steed (less than one (1) yard); Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler; Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator; Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt); Truck, Crane Oiler -Driver 231 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 24 IRON0014-005 07/01/2021 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER .......................$ 35.55 30.36 ---------------------------------------------------------------- IRON0029-002 07/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER .......................$ 39.10 29.75 ---------------------------------------------------------------- IRON0086-002 01/03/2022 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER .......................$ 36.19 30.70 ---------------------------------------------------------------- IRON0086-004 07/01/2020 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER .......................$ 43.95 31.00 ---------------------------------------------------------------- 241 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 25 LAB00238-004 06/01/2021 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Rates LABORER (PASCO) GROUP 1.....................$ 26.69 GROUP 2.....................$ 28.79 GROUP 3.....................$ 29.06 GROUP 4.....................$ 29.33 GROUP 5.....................$ 29.61 LABORER (SPOKANE) GROUP 1.....................$ 27.34 GROUP 2.....................$ 29.44 GROUP 3.....................$ 29.71 GROUP 4.....................$ 29.98 GROUP 5.....................$ 30.26 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Pasco, Lewiston Fringes 13.65 13.65 13.65 13.65 13.65 14.50 14.50 14.50 14.50 14.50 Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean-up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material); Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers); Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class ""A"" (to include 251 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 26 all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non -mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical ""splash suit"" and air purifying respirator); Jackhammer Operator; Miner, Class ""B"" (to include brakeman, finisher, vibrator, form setter); Nozzleman (to include squeeze and flo-crete nozzle); Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit""); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line); Miner Class ""D"", (to include raise and shaft miner, laser beam operator on riases and shafts) 261 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 27 ---------------------------------------------------------------- LAB00238-006 06/01/2021 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier ......................$ 30.00 13.50 ---------------------------------------------------------------- LAB00242-003 06/01/2021 KING COUNTY Rates Fringes LABORER GROUP 1.....................$ 28.75 13.29 GROUP 2A....................$ 32.96 13.29 GROUP 3.....................$ 41.29 13.29 GROUP 4.....................$ 42.29 13.29 GROUP 5.....................$ 42.98 13.29 Group 6.....................$ 43.98 13.29 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 271 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 28 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2A: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit""); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). Group 6: Miner 281 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 29 LAB00252-010 06/10/2021 CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC (EXCLUDING SOUTHWEST), PIERCE, AND THURSTON COUNTIES Rates Fringes LABORER GROUP 1.....................$ 28.75 13.19 GROUP 2.....................$ 32.96 13.19 GROUP 3.....................$ 41.29 13.19 GROUP 4.....................$ 42.29 13.19 GROUP 5.....................$ 42.98 13.19 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car 291 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 30 GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit""); Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Grade Checker and Transit Person; High Scaler; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). 301 ?age WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 31 LAB00292-008 06/01/2021 ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES Rates Fringes LABORER GROUP 1.....................$ 28.75 13.19 GROUP 2.....................$ 32.96 13.19 GROUP 3.....................$ 41.29 13.19 GROUP 4.....................$ 42.29 13.19 GROUP 5.....................$ 42.98 13.19 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car 311 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 32 GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit""); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). 32 1 ?age WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 33 LAB00335-001 06/01/2021 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1....................$ 36.59 13.19 GROUP 2....................$ 37.34 13.19 GROUP 3....................$ 37.91 13.19 GROUP 4....................$ 38.39 13.19 GROUP 5....................$ 33.47 13.19 GROUP 6....................$ 30.43 13.19 GROUP 7....................$ 26.40 13.19 Zone Differential (Add to Zone 1 rates): Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) 331 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 34 GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake -Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber -mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring -down, or sloping and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumperete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying)-applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive -Tunnel; Powderman-Tunnel; Shield Operator -Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers LAB00335-019 06/01/2021 Rates Fringes Hod Carrier ......................$ 39.28 13.19 ---------------------------------------------------------------- 341 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 35 LAB00348-003 06/10/2021 CHELAN, DOUGLAS (W OF 12TH MERIDIAN), KITTITAS, AND YAKIMA COUNTIES Rates Fringes LABORER GROUP 1.....................$ 24.47 13.19 GROUP 2.....................$ 28.11 13.19 GROUP 3.....................$ 30.79 13.19 GROUP 4.....................$ 31.54 13.19 GROUP 5.....................$ 32.09 13.19 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car 351 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 36 GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit""); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). 361 ?age WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 37 PAIN0005-002 07/01/2021 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS ....................$ 32.36 18.15 ---------------------------------------------------------------- PAIN0005-004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER ..........................$ 20.82 7.44 ---------------------------------------------------------------- * PAIN0005-006 07/01/2018 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes PAINTER Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting ............ $ 30.19 11.71 Over 30'/Swing Stage Work..$ 22.20 7.98 Brush, Roller, Striping, Steam -cleaning and Spray .... $ 22.94 11.61 Lead Abatement, Asbestos Abatement ...................$ 21.50 7.98 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. 371 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 38 PAIN0055-003 07/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes PAINTER Brush & Roller ..............$ 26.56 13.40 Spray and Sandblasting ...... $ 26.56 13.40 All high work over 60 ft. = base rate + $0.75 ---------------------------------------------------------------- PAIN0055-006 03/01/2020 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER .....................$ 35.87 13.40 ---------------------------------------------------------------- PLAS0072-004 06/01/2020 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON/CONCRETE FINISHER ZONE 1......................$ 31.30 15.53 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office 381 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 39 PLAS0528-001 06/01/2021 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes CEMENT MASON CEMENT MASON ................$ 47.87 19.04 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE.......$ 48.37 19.04 TROWELING MACHINE OPERATOR ON COMPOSITION ..............$ 48.37 19.04 ---------------------------------------------------------------- PLAS0555-002 07/01/2019 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes CEMENT MASON CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD..$ 37.32 18.77 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD ............ $ 36.58 18.77 CEMENT MASONS ...............$ 35.85 18.77 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS ... $ 36.58 18.77 Zone Differential (Add To Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall 391 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 40 TEAM0037-002 06/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Truck drivers: ZONE 1 GROUP I ....................$ 29.33 GROUP 2....................$ 29.46 GROUP 3....................$ 29.60 GROUP 4....................$ 29.89 GROUP 5....................$ 30.03 GROUP 6....................$ 30.31 GROUP 7....................$ 30.53 Zone Differential (Add to Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 Fringes 16.40 16.40 16.40 16.40 16.40 16.40 16.40 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman 401 ?age WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 41 GROUP 2: Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks/Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi -trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver -Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self -Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic -Welder -Body Repairman; Utility and Clean-up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi -Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre -Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes Articulated Dump Trucks; Skid Truck GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) 411 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 42 * TEAM0174-001 06/01/2020 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers: ZONE A: GROUP 1:...................$ 42.88 20.92 GROUP 2:...................$ 42.04 20.92 GROUP 3:...................$ 39.23 20.92 GROUP 4:...................$ 34.26 20.92 GROUP 5:...................$ 42.43 20.92 ZONE B (25-45 miles from center of listed cities*): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities*): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - ""A -frame or Hydralift"" trucks and Boom trucks or similar equipment when ""A"" frame or ""Hydralift"" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four -Wheeled power tractor with trailer and similar top -loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck-3,000 gallons and over capacity 42 1 ?age WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 43 GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four -wheeled power tractor with trailer and similar top -loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber-tired)(when used within Teamster jurisdiction); Vacuum truck; Water Wagon and Tank trucks -less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical ""splash suit."" LEVEL A: +$.75 per hour - This level utilizes a fully - encapsulated suit with a self-contained breathing apparatus or a supplied air line. 431 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 44 TEAM0690-004 01/01/2019 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (AREA 1: SPOKANE ZONE CENTER: Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and Whitman Counties AREA 1: LEWISTON ZONE CENTER: Asotin, Columbia, and Garfield Counties AREA 2: PASCO ZONE CENTER: Benton, Franklin, Walla Walla and Yakima Counties) AREA 1: GROUP 1....................$ 23.91 17.40 GROUP 2....................$ 26.18 17.40 GROUP 3....................$ 26.68 17.40 GROUP 4....................$ 27.01 17.40 GROUP 5....................$ 27.12 17.40 GROUP 6....................$ 27.29 17.40 GROUP 7....................$ 27.82 17.40 GROUP 8....................$ 28.18 17.40 AREA 2: GROUP 1....................$ 26.05 17.40 GROUP 2....................$ 28.69 17.40 GROUP 3....................$ 28.80 17.40 GROUP 4....................$ 29.13 17.40 GROUP 5....................$ 29.24 17.40 GROUP 6....................$ 29.24 17.40 GROUP 7....................$ 29.78 17.40 GROUP 8....................$ 30.10 17.40 Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00) BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office 441 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 45 TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber -tired, pulling trailer or similar equipment) GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift (3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A -Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons) GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi -Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck -Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel -power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); 451 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 46 GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C-D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. NOTE: Trucks Pulling Equipment Trailers: shall receive $.15/hour over applicable truck rate WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). 461 ?age WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 47 The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the 471 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 48 classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage 481 Page WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Envelope ID: F366173C-9D9A-4495-9E38-3836D1989C2D Page 1 49 payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISIO" 49 1 ?age WA20220001 Modification 2 Federal Wage Determinations for Highway Construction DocuSign Certificate Of Completion Envelope Id: F366173C9D9A44959E383836D1989C2D Subject: Please DocuSign: CAG2022-190 - South 212th Street Preservation ILA - King County.pdf Source Envelope: Document Pages: 409 Signatures: 2 Certificate Pages: 5 Initials: 0 AutoNav: Enabled Envelopeld Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) Record Tracking Status: Original Holder: Rey Sugui 6/21/2022 1:25:07 PM Rey.Sugui@kingcounty.gov Security Appliance Status: Connected Pool: FedRamp Storage Appliance Status: Connected Pool: King County -Dept of Local Services -Road Services Signer Events Signature John Briggs ED—Signedby: john.briggs@kingcounty.govD�tdn j�jVt�S Security Level: Email, Account Authentication 1A925C3FA6284A5 (None) Electronic Record and Signature Disclosure: Accepted: 6/21/2022 1:46:15 PM I D: 45c4ad77-217c-41 ec-bc35-0f61 bafe4a8b Tricia Davis Tricia.Davis@kingcounty.gov Road Services Division Director Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 11/17/2021 9:17:30 AM ID:3f8d7cdf-6879-4269-a685-8bb485b47147 In Person Signer Events Editor Delivery Events Agent Delivery Events Intermediary Delivery Events Certified Delivery Events Carbon Copy Events Signature Adoption: Pre -selected Style Signed by link sent to john.briggs@kingcounty.gov Using IP Address: 198.49.222.20 CDocuSigned by: 7� 2E8854EF Signature Adoption: Uploaded Signature Image Signed by link sent to Tricia.Davis@kingcounty.gov Using IP Address: 146.129.19.80 Signature Status Status Status Status Status Status: Completed Envelope Originator: Rey Sugui 401 5TH AVE SEATTLE, WA 98104 Rey.Sugui@kingcounty.gov IP Address: 198.49.222.20 Location: DocuSign Location: DocuSign Timestamp Sent: 6/21/2022 1:45:39 PM Viewed: 6/21/2022 1:46:15 PM Signed: 6/21/2022 1:50:34 PM Sent: 6/21/2022 1:50:45 PM Viewed: 6/21/2022 5:59:25 PM Signed: 6/21/2022 5:59:42 PM Timestamp Timestamp Timestamp Timestamp Timestamp Timestamp Carbon Copy Events Rey Sugui rey.sugui@kingcounty.gov Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 12/21/2021 11:45:58 AM ID:3348ecb2-57b9-4554-9093-4dd9d5479b69 Status COPIED Patricia Mitchell PI E D Patricia.Mitchell@kingcounty.gov Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Timestamp Sent: 6/21/2022 5:59:53 PM Resent: 6/21/2022 6:00:05 PM Viewed: 6/22/2022 8:39:58 AM Sent: 6/21/2022 5:59:54 PM Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 6/21/2022 1:45:39 PM Certified Delivered Security Checked 6/21/2022 5:59:25 PM Signing Complete Security Checked 6/21/2022 5:59:42 PM Completed Security Checked 6/21/2022 5:59:54 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, King County-Department of 15 (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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DATE: February 15, 2022 TO: Kent City Council SUBJECT: South 212th Street Preservation Interlocal Agreement - Authorize MOTION: I move to authorize the Mayor to sign an Interlocal Agreement for reimbursement with King County for design and construction of the South 212th Street (Green River Bridge to Orillia Road/City Limits) Pavement Preservation Project within King County’s right-of-way, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The scope of work for the project includes full width grinding and asphalt overlay of South 212th Street between the Green River Bridge and Orillia Rd, including the portion of the street located within King County’s right-of-way. The project will also include pavement repairs, pavement markings, curb and gutter repairs, and improvements to existing ADA curb ramps. King County agrees to reimburse the City to perform the overlay work within its right-of-way through this agreement. BUDGET IMPACT: Budget will be established to accept the funds and submit to reimbursement from King County. SUPPORTS STRATEGIC PLAN GOAL: Evolving Infrastructure - Connecting people and places through strategic investments in physical and technological infrastructure. Sustainable Services - Providing quality services through responsible financial management, economic growth, and partnerships. ATTACHMENTS: 1.212th Reimbursement Agreement (PDF) 02/07/22 Public Works Committee RECOMMENDED TO COUNCIL 8.K Packet Pg. 417 RESULT: RECOMMENDED TO COUNCIL [UNANIMOUS] Next: 2/15/2022 7:00 PM MOVER: Marli Larimer, Councilmember SECONDER: Satwinder Kaur, Councilmember AYES: Brenda Fincher, Satwinder Kaur, Marli Larimer 8.K Packet Pg. 418