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Home My WebLink AboutPW16-217 - Original - Pivetta Brothers Construction, Inc. - Kent Regional Trails Connector - 05/23/2016 Xr lrifli'F %r OW i/r� i 0/%.` l/ �rA" irjj�%ilyYr a/ rfirimNk,Ioi�r r ,,Zm,g�My' "RM, %�yl7 t�e cu, M al Ti% KEN WA5 H PMtl7Cf Document N / t rr I CONTRACT COVER SHEET This is to be completed by the Contract Manager prier to submission to City Clerics Office. All portions are to be completed.. If you have questions, please contact City Clerk's Office. Vendor Name: Pivetta Brothers Construction Vendor Number: 3D Edwards Number Contract Number: This is assigned by City Clerk's Office Project Name: Kent Regional Trails Connector Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment N Contract ❑ Other: 1l Contract Effective Date: Date of the Mayor's si nature Termination Date: 120 working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Mark Madfai Department: Engineering Contract Amount: $1,18,5,22 .40 UI III PLO Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e address, location, parcel number, tax id, etc.): Tiievprc�je't:t mcorusasts o&""th"e-_conlstructiQrn af..a...4,700 loot g multi-use tral inclu�a boardwalk, concrete bridge, pedestrian signal system, and trail lighting. As of: 08/27/14 �� ` , 1 I � ` j I i �� 1 ,, ' -.. ,� � r �" 4� , � I� � �� 1 �® f s i � � � �� y �� :�� r % ,� � � ,� � �, �� ,� I � r i � r� � " �,,, �G i �� ` � � � � �� ` /� �� ,� � t ,� � { , , f, J', i �%, �� " � � �� 4, 4 !i ,�,� � I i � ,' i ;� + �� I il � � � E � 0`.. `Y ',/'i i ��%' � � � � , � �M � � �" r� � , ti 1 �%; ��1°�I�h��h� �p��1V� � "'ii��It'�0�� y �� i A -- � i i lJ, s � � i l;%,; i r � „�1 1j � �� ,� f � r , PUBLIC WORKS DEPARTMENT Timothy 3. LaPorte, P,E, Public Works Director 400 West Gowe Kent, WA 98032 Fax: 253-856-6500 T PHONE, 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON Kent Regional Trails Connector Federal Aid Number: CM-0615 (008) Project Number: 13-3006 ADDENDUM No. 1 March 10, 2,016, FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - KENT SPECIAL PROVISIONS Page SP-115 - Section 8-24.2 - Materials REPLACE this section with the following: SECTION 8-24.2 IS DELETED AND REPLACED WITH THE FOLLOWING; 8-24.2 Materials Gravity Block Wall Gravity block wall blocks shall be rectangular prisms which shall be as dimensioned in the Plans. Except as otherwise specified, gravity block wall blocks will be > accepted by the Engineer based on visual inspection only, with no 0 1�1 minimum compressive strength and no air content requirements for the concrete used in the block. 0 MAYOR SUZETTE COOKS Gravity block wall blocks for permanent walls of heights greater than six feet and less than 15 feet shall be cast with Class 3000 concrete, conforming to the air content requirements of Section 6-02,3(2)A. Commercial concrete shall not be used. Gravity block wall blocks for permanent walls of these heights will be accepted based on visual inspection, and conformance to Section 6-02.3(27) and the specified concrete strength and air content requirements. END OF ADDENDUM No. 1 Chad Bieren, P.E. Date City Engineer PUBLIC WORKS DEPARTMENT Timothy J, LaPorte, P.E. Public Works Director 400 West Gowe aN Kent, WA 98032 ""o Fax: 253-856-6500 KENT W A 3 H 1 11 1,1 d 11 PHONE: 253-856-5500 PROP W"1111-111= CITY OF KENT KING COUNTY, WASHINGTON Kent Regional Trails Connector Federal Aid Number: CM-0615 (008) Project Number: 13-3006 ADDENDUM No. 2 March 14, 2016 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holder's of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLDr ITALICS AND/OR STRIKETHROUGH I — BIDDER'S DOCUMENTS Page 29 — Local Agency Subcontractor List REPLACE Local Agency Subcontractor List with the attached updated list which revises the project name. END OF ADDENDUM No. 2 Chad Bieren, P,E, Date City Engineer Attachments: Local Agency Subcontractor List 0 a) f0 MAYOR SUZETTE COOK Local Agency Name Local Agency Subcontractor List Local Agency Address Prepared in compliance with RCW 39.30.060 as amended To Be Submitted with the Bid Proposal Project Name Kent Regional Trails Connector Failure to list subcontractors with whom the bidder, if awarded the contract,will directly subcontract for performance of the work of 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 heating, ventilation and air conditioning,plumbing,as described in Chapter 18.106 RCW,and electrical as described in Chapter 19.28 RCW mll3t 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 listed below to l2erfarm such work.the bidder certifleg that-the work wIll e performed by the bidder itself or(11)be 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 Bidder's are notified that is the opinion of the enforcement agency that PVC or metal conduit,junction boxes,etc, are considered 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. SR DOT Revised 08I2012 F 29 CITY OF KENT KING COUNTY, WASHINGTON KENT' SPECIAL PROVISIONS FOR Kent Regional Trails Connector Federal Aid Numbere. CM-0�615 (008 Project Number:, 13-30!06 BXQ�jACCEPT,ED UNTIL March 15,, 2016 10 A.M., BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPS RTE, P.E. v A PUBLIC WORKS DIRECTOR T KENT WAS 1-11 N' GTO N BIDDER'S NAME CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Kent Regional Tra�i' ls Connector Federal Aid Number: CM-0615 (008) 0 Project Number: 1,3-3006 BIDS ACCEPTED UNTIL March IS, 2016 10 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent,, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR 4^1�* \IS7 KENT WASHINOTON WA Tr,, P'-, A---, - '-- 1---, -- 11-41- 1-1r... J General Table of Contents J Section 1 : Bid Document Section 2: Contract Documents Section 3: Amendments to Standard Specifications Section 4: Special Provisions Appendices: Kent Standard Plans WSDOT Standard Plans Miscellaneous Details J Soils I nformation J Traffic Control Plans Hydrant Water Permit Sample DBE Condition of Award Letter WSDOT SPCC Plan Template Prevailing Wage Rates _l -J J J Bid Documents Contents Invitationto 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 .........................................................................21 BidBond Form ......................................................................................22 Contractor's Qualification Statement.........................................................23 City of Kent Subcontractor List (over $100K) .............................................28 Local Agency Subcontractor List (271-015A)..............................................29 Combined Declaration Form (Non-Collusion, Minimum Wage).......................30 Non-Collusion Declaration (272-036I).......................................................31 Local Agency Certification for Federal-Aid Contracts (272-040A)...................32 Local Agency Disadvantaged Business Enterprise Utilization Certification (272-056A)...........................................................................................33 Local Agency Disadvantaged Business Enterprise Written Confirmation Document (422-031A)............................................................................34 Required Contract Provisions Federal-Aid Construction Contracts (1273) .......35 ChangeOrder .......................................................................................58 Bidder's Checklist ..................................................................................61 Provided to Builders Exchange of WA. inc. Pnr ucaan rnnA;r;nnc use ,.,...... ,.,,_ - r,.._.._ .,_.. __ INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through March 15, 2016 up to 10:00 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 10:00 a.m. for the City of Kent project named as follows: Kent Regional Trails Connector Federal Aid Number: CM-0615 (008) Project Number: 13-3006 The project consists of the construction of approximately 4,700 foot long multi-use trail that includes 100' of pin pile boardwalk, a 50 foot long concrete bridge, two rapid flashing beacons, a 'HAWK' pedestrian signal system, 500 lineal feet of block wall, and trail lighting. The Engineer's estimated range for this project is approximately $1 to $1.3 million. The DBE goal for this project is 18%. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at (253) 856-5508. For technical questions, please call Mark Madfai at (253) 856-5521. 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. Paper copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50.00 for each set. Plans and specifications can also be downloaded at no charge at www.kentwa.aov/procurement. 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. 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 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, 1 Provided to Rui7dere F.xrhanna of wz,. inr ...... 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 17`h day of February, 2016. BY: ol Ronald F oor , ity Clerk Published in Daily Journal of Commerce on February 23, March 1, and 8 2016 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, five (5) copies of the Plans and five (5) copies of the Specifications. 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. Soils information is included as a reference in these Kent Special Provisions, 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. Kent Regional Trails Connector/Madfai 3 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Provided to Builders Exchange of WA, Inc. For usacre Conditions Aaranmant AAA ........, 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. Kent Regional Trails Connector/Madfai 4 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Provided to Builders Exchange of WA, Inc. For usage Conditions AarPPmPnh ...... 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 the APWA Special Provisions, which constitute the Contractor's insurance requirements for this project. 14. Bidders must complete WSDOT Form 272-056A EF (Disadvantaged Business Enterprise Utilization Certification) which is included in the Bid Package. This project has an 180/a 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 272-056A EF), complete a Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document (DOT Form 422-031A EF), which is included in the bid package. Kent Regional Trails Connector/Madfai 5 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 O r.....;..1..1 4 1.A.. CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) 4 Date: YIA`12-64 1 2--`(G This statement relates to a proposed contract with the City of Kent named Kent Regional Trails Connector Federal Aid Number: CM-0615 (008) Project Number: 13-3006 I am thed d bidder or prospective contractor. I represent that - 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: SI (SAT RE/TITLE u) i7 "' ��,J&,- -7- <,,4,1 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Kent Regional Trails Connector/Madfai 6 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Prnv�ded to BlAild(Irs Exchanqo of WA, Inc, F,nr usacie Condirioni ATr�rrc-t i�-- 7,1,-, IT11- -1- DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the C'ity'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. 1 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 t Ne requirements referenced above. '1�1 kJJ By: AAA, j For: Title: 7,-J Date: Kent Regional Trails Connector/Madfai 7 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 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. Kent Regional Trails Connector/Madfai 8 February 17, 2016 Federal Aid Number: CM-0615(008) Project Number: 13-3006 Provided to Builders Exchange of WA, Inc. For usage Conditions Aareemenr RPP ... hYWa CITY OF SCENT 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 contract for the contract known as Kent Regional Trails Connector/Federal Aid Number: CM-0�615 (008)/Project Number: 13- 3006 that was entered into on the Qate) 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: Kent Regional Trails Connector/Madfai 9 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number 13-3006 1?1'rjvidcd to BuiLders Exchango of WA, Inc. For usacre Conditions Aqreen,.nr sno PROPOSAL, To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that i'�VC 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 Kent Regional Trails, Connector/Federal Aid Number: CM-0615 (008)/Project Number: 13-3006 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in, this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT), Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous, 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Conti-actor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond, EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Kent Regional Trails Connector/Madfai 10 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 VIOVid0d to Builders Exchanq(, of WA, Inc. For usago r,'ar,,ditions Aqroorn(,n�,, 50 WWW.bXWa -mr SCHEDULE I — MULTI-USE TRAIL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ o0o, oz> WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ eoC, o C)c) WSDOT LUMP SUM Per LS 1007 2-01.5 1 Remove Existing Street Tree $ 11 eio, ov $ PC) 0 C-, KSP EACH and Stump Per EA 1010 2-02.5 630 Remove: Existing Asphalt $ ("', 110 $ 1 X)e) KSP SQ YDS Concrete Pavement Per SY 2 1015 2-01.5 1 Roadside Cleanup $1,000.00* $1,000.00 WSDOT FORCE Per FA ACCOUNT *Common price to all bidders 1020 8-02.5 700 Sod Installation $ $ co WSDOT SQ YDS Per SY 1025 2-02.5 150 Remove Cement Concrete $ ",)o $ KSP LN FT Curb and Gutter Per LF 1040 8-09.5 1 Removal of Raised Pavement $ I( $ KSP LUMP SUM Markers and Painted and/or Per LS Thermoplastic Traffic Markings 1045 8-21.5 1 Removal and Reinstallation of $ /, &0� eZ'? $ KSP LUMP SUM Traffic and Informational Per LS Signs 1050 2-02.5 300 Saw Cut Existing Asphalt $ $ 76;�o - c" ' KSP LN FT Concrete Pavement Per LF Kent Regional Trails Connector/Madfai! 11 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Piovided to Buildorn Exchanue of WA, inc. 1�or nsaao Conditinns Amoomont �;o� www 1rw,7,i ruin - ro�,-- SCHEDULE I - MULTI-USE TRAIL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1055 2-02.5 100 Saw Cut Existing Cement $ $ 0 C, KSP LN FT Concrete Pavement Per LF ............................... 1060 2-03.5 11450 Trail Excavation incl. Haul $ $ 6e") `?�-e').Oc; KSP CU YDS Per CY 1065 2-03,5 100 Unsuitable Foundation $ f. $ �' WSDOT CU YDS Excavation Incl. Haul Per CY 1070 3-04.5 1,500 Gravel Backfill for S.E. Walls $ $ 3,,2, WSDOT TONS Per TON 1072 8-02.5 300 Topsoil Type A $ $ KSP CU YDS Per CY 1075 4-03.5 2,500 Gravel Borrow, Including Haul $ ece2 $ KSP TONS and Compaction Per TON ($2.50 Min) .. ............ 1080 4-04.5 1,400 Crushed Surfacing Top $ KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1085 4-04.5 900 Crushed Surfacing Base $ 00 $ KSP TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 480 HMA Class 1/2", PG 64-22 $ '40, o? $ f d Lf-co KSP TONS Per TON 1100 5-04.5 300 HMA Class 1/2", PG 70-22 - $ 0 $ KSP TONS Pervious Asphalt Per TON Kent Regional Trails Connector/MadfaG 12 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 SCHEDULE I - 'MULTI-USE TRAIL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. _QUANTITY PRICE AMOUNT 1125 5-04.5 40 Cold Plant Mix for Temporary $ $ e) KSP TONS Pavement Patch Per TON 1150 8-14.5 145 Industrial Cement Concrete $ h-4o" $12, oc:, KSP SQ YDS Driveway Approach Per SY 1155 8-14.5 250 Detectable Warning Surface $ "V or $ I WSDOT SQ FT Per SF 1205 8-04.5 150 Cement Concrete Curb and $ .- KSP LN FT Gutter Per LF 1210 8-04.5 445 Concrete Sloped Mountable $ $ rk KSP LN FT Curb Per LF 1235 7-15.5 1 Adjust Existing Air Vacuum $ %),o aq $ ao KSP EACH Vault to Finished Grade Per EA 1240 8-20.5 1 Relocate Existing ]unction Box $ " Y 6 -7 619$ <d2, KSP EACH and Adjust to Finished Grade Per EA 1267 2-02.5 8 Remove and Relocate Existing $ i $ KSP EACH Bollard Per EA 1275 8-15.5 250 Quarry Spalls $ $ ? eo WSDOT TONS Per TON 1280 8-12.5 11440 Install New 4' High, Vinyl $ $ Z)' -?�Z-fc KSP LN FT Coated, Chain Link Fence Per LF Kent Regional Trails Connector/Madfai 13 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Provicicd to Builders F.xrhancm of A � rirt—i SCHEDULE I - MULTI-USE TRAIL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1290 8-26.,5 6 Install City Supplied Fixed or $ 2"All"-'10 $ vo KSP EACH Removable Bollards Per EA 1297 85 1 Pin Pile Boardwalk $ 'N, �'ZV 1-Z9$ KSP LUMP SUM Per LS lq $ 1300 8-24.5 21400 Gravity Block Retaining Wall $ KSP SQ FT WALL Per SFWF FACE 1305 6-13.5 2,300 Welded Wire Faced Structural $ .Z,Z,y dV KSP SQ FT WALL Earth Wall Per SFWF FACE 1315 8-28,5 7 Pothole Utilities $ KSP EACH Per EA 9, 1320 8-30.5 3 Project Sign Installation $ 42�,� $ 3 age? KSP EACH Per EA o 1360 1-04.4(l.) 1 Minor Changes $10,000m* $10,000,00 WSDOT CALL Per CALL *Common price to ail bidders Schedule I Total $ 164- dle", Kent Regional Trails Connector/Madfai 14 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Jlrn�ji ded to Bui L dero I."xr�h,)n up of w A. ➢n, ��"er SCHEDULE V - TRAFFIC CONTROL ITEM' SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 320 Traffic Control Labor $ oo $ A c KSP HOURS Per HR 5010 1-10.5 270 Construction Signs Class A $ 260 $ 5, If-co. co WSDOT SQ FT Per SF 5015 1-10.5 80 Traffic Control Supervisor $ $ 4" oo KSP HOURS Per HR 5020 1_10.5 1 Temporary Traffic Control $ 51?o. ecl KSP LUMP SUM Devices Per LS 5030 1-10.5 20 Portable Changeable Message $ �(,o w $ Cue KSP DAYS Sign (PCMS) Per DAY 5035 1-10.5 20 Sequential Arrow Sign (SAS) $ 14,9. D., $ KSP DAYS Per DAY 5075 8-22.5 1 Permanent Channelization $ /, $ KSP LUMP SUM Per LS 5115 8-22.5 150 Plastic Stop Line $ 4- d90 $ WSDOT LN FT Per LF 5120 8-22.5 6,50 Plastic Crosswalk Line $ 6 d)0 $ WSDO,T SQ FT Per SF Schedule V Total Kent Regional Trails Connector/Madfai is February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Prov.idf,7.,d to qui..I(Jers 6,,xc".'hange of WA, Inc, for Conditinnn Aarorm—t qn-r, w,,, SCHEDULE VI - STRUCTURES ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6000 6-02�5 1 Superstructure $ $ WSDOT LUMP SUM (Pedestrian Bridge) Per LS 6005 2-09.5 130 Structure Excavation Class A $ 5�, do $ WSDOT CU YDS Incl. Haul Per CY 6010 2-09.5 1 Shoring or Extra Excavation $-5'�I ode-vc,$ WSDOT LUMP SUM Class A Per LS 6015 6-02,5 37 Concrete: Class 400 $ '744 ',Cel $ 21( 3-42Z) 0o WSDOT CU YDS Per CY 6020 6-02.5 4,900 Steel Reinforcing Bar $ ?-,ac�2 $ "t" &e?, WSDOT LBS Per LB 6025 2-03,5 40 Unsuitable Foundation $ Z"? $ WSDOT CU YDS Excavation Including Haul Per CY 6030 6-02.,5 20 Gravel Backfill for Wall $ d)z'? $ WSDOT CU YDS Per CY 6035 6-06.5 128 Bridge Railing Type $ 0- 7�)e $ WSDOT LN FT Pedestrian Per LF 6040 8-15.5 100 Light Loose Riprap $ /1060,,Vc)l $ WSDOT CU YDS Per CY 6045 8-15.5 40 Quarry Spalls $ ?)Irao $ Oo, KSP CU YDS Per CY Kent Regional Trails Connector/Madfai 16 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 PrOvidcd tO Buildulys Exchange of WA, Inc, 1�'or usaqr^ .. ........ SCHEDULE VI - STRUCTURES ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 6050 2-12.,5 170 Construction Geotextile for s, WSDOT SCE YDS Separation Per SY 6055 4-04.,5 20 Permeable Ballast $ -1, 26,? $ Y 0 WSDOT CU YDS Per CY Schedule VI Total Kent Regional Trails Connector/Madfai 17 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Provided to Builders Fxchanqe of wA., SCHEDULE VIII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. _QUANTITY PRICE AMOUNT 8000 8-01.5 0.6 Seeding, Fertilizing, and $ 01)'�A' 3 ee'�r. KSP ACRE Mulching Per AC 1 8005 8-01.5 500 Filter Fabric Fence $ $ I)v KSP LN FT Per L,F 8010 8-01.5 300 Wattle $ O.'oe) $ WSDOT LN FT Per LF 8015 8-01,5 14 Inlet Protection $ el')o $ KSP EACH Per EA 8020 8-01.5 1,000 Straw Mulch $ 'o") $ KSP SQ YDS Per SY 8025 8-01.5 800 Clear P11astic Covering $ $ KSP SQ YDS Per SY 8030 8-01.5 15 ESC Lead $ aa KSP DAYS Per DAY 8,055 8-01.5 1 Temporary Erosion/Water $10'000.00- $10,000.00 WSDOT FORCE Pollution Control Per FA ACCOUNT *Common rice to all' bidders 8080 1-07.15(1) 1 Spill Prevention Control and $ ve) WSDOT LUMP SUM Countermeasures Plan Per LS Schedule VIII Total 3d2, Or,) Kent Regional Trails Connector/Madfai 18 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 ProVid—1 to 9uildo.rs Exchanqo of VIA, dnrr. ["or usAcj� rrm<lirinnq Aoro--t� ...... SCHEDULE IX - ELECTRICAL ITEM SECTION APPROX ITEM UNIT TOTAL NO. NO. _QUANTITY PRICE AMOUNT 9000 8-20.5 1 Pedestrian Traffic Signal at $ No,-ez;v-ff)o $ 11-zi 4v. pe, KSP LUMP, SUM 681h Ave, S. (HAWK) Per LS 9001 8-20.5 1 Roadside Rectangular Rapid $ 113( Fev.- oo KSP LUMP SUM Flashing Beacon (641h Ave.) Per LS 9002 8-20.,5 1 Roadside Rectangular Rapid $ f,'.7-i i2a,;P "V$ KSP LUMP SUM Flashing Beacon (72 rid Ave.) Per LS 0 Schedule IX Total PeY. 4, Kent Regional Trails Connector/Madfai 19 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Pra ,i.ded to Builders , Inc, For iAsacv, BID SUMMARY Schedule I Schedule V Schedule VI Schedule VIII' o o 5 C Schedule IX 0 TOTAL BID AMOUNT IL Kent Regional Trails Connector/Madfai 20 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Providod to Buildors Exchange of WA, Lnc. For usaae Conditions Aarrornnnr PROPOSAL SIGNATURE PAGE' The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete: the Contract within one hundred twenty (120) 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 1 11?— 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, /��AIZ X 2 r771 NA 7 OF D V Signatu e o Authorized Representative 7— (Print Name and Title) Address f 23 t;�;� Kent Regional Trails Connector/Madfai 21 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 PX-Ovidr,d t0 Bui.lders Exchange of WA, Tr1r. For usaae CondirinT� Arl I ....... BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Pivetta Brothers Construction,Inc. as Principal, and North American Specialty Insurance Company as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of live Percent(5%)of Bid Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents, The condition of this obligation is such that if the Obligee shall make any award to the Principal for Kent Regional Trails Connector/Federal Aid Number: CM- 061,5 (008)/Project Number: 13-3006 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 Df fDJJV.re 5D to JD, pay and forfeit to the ob',Jp4ee the peno) OMDLInt Df the dapDs.-It Sper1fleJ 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 15th DAY OF March 243±FK 21& Pivetta Brothe s Cons,iructi I Ut Br. P R I EI t /A L North A S I t I s r Copipany SURETY �fuhe M.Glover,Attorney-in-fact 20 Received return of deposit in the sum of $ Kent Regional Trails Connector/Madfai 22 February 17,2016 Federal Aqd Number: CM-0615 (008) Project Number; 13-3006 NAS SURETY GROUP NORTH AMERICAN SPECIALTY fNSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North Arnerican Specialty Insurance Company,a corporation duty organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Manchester,New I lanipshire,and Washington International Insurance Company,a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg,Illinois,each does hereby make,constitute and appoint: THERESA A.LAMB,JIM W. DOYLE,CHAD M.EPPLE,JULIE M,GLOVER,DARLENE JAKIELSKI,JIM S.KUICI-I, MICHAEL A. MURPHY,ANDY D.PRILL,STEVE WAGNER, ED BARAN,CAROL LOWELL and ASHLEY HARTSHORN JOINTLY OR SFVJ.",,RALLY Its true and lawful Attorneys)-in-Pact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each ofsaid Companies,as surety,on contracts of suretyship as are or may be required or permitted by haw,regulation,contract or otherwise,provided that no bond or undertaking or contract or Suretyship executed under this authority shall exceed the amount of. FIFTY MILLION(S50,0()0,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Cornparryat meetings duty called and field on the 9"'of May,2012: "RESOLVED,(fiat any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney trained in the given Power of Attorney to execute oil behall'of tire Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate hearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,under-taking or contract of surety to which it is attached," f,Ur Y B y Stsen 11.Anderson,Sea in r Vice I'miden I of Was I iinglon In I ernalionat Insurance Company SEAL '%z 1 :M= 5 1973 4uio &Senior Vice President ofNorth American Specialty Insurance Company 0.. 'rn I r- B y Michael A.110,N—c-n1ur7 ice President ol NVaihuiglon International IuSU-n—c—ero—nivariv &Senior Vice President ofNurth American Specialty Insurance Company IN WITNESS WHEREOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this kith day of November 2015 North American Specialty Insurance Company Washington International Insturtince Company State of Illinois County of Cook as: On this 16thday of__Noveniber ,2015 ,before me,a Notary Public personally appeared Steven P. Anderson ,Senior Vice President of Washington International Insurance Company and Scniot-Vicc President of North American Specialty Insurance Company and Michael A. [to Vice President of Washington International Insurance Company and Vice President of'North American Specialty Insurance Company, personally known to rne,who being by me duty sworn,acknowledged that they signed the above Power of Attorricyas officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. tDFFICIAL SEAL. Pat, Kwxmy,Nciuvry Ptiblic 1, Jeffrgy Goldbe[Ly _, the;duty elected Assistant Secretary of North American Specialty IIISLII-',IIICC Company and Washington International insurance Company,do hereby certify that the above and foregoing is a true and correct copy of power of Attorney gk-on by 4. d North American Specialty Insurance Company and Washington International Insurance Company,which is still in hall force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this 1,.,) day of Init I Ictliey Goldberg,Vice 11rciic[cm&Assimant Sccn�taryol Washington International Insurance company&North Amcdcan Stic6ahy Insurance Company IN 11111 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 REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. 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. Kent Regional Trails Connector/Madfai 23 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Provided to Builders Rxchanna of WA_ Tnn Rnr ------- ...... ......... ,......, ...._ ,,,..____ 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. TiV cv,-77-4-- R iZo SUBMITTED BY: NAME: /Vik-ac,. � ,;j37r-rA ADDRESS: 2_ �7) PRINCIPAL OFFICE: ADDRESS: PHONE: ftv 2, FAX: aY,9t,-, 1. STATUTORY REQUIREMENTS 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 workinig in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under 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). 2. ORGANIZATION 2.1 Now many years has your organization been in business as a Contractor? Kent Regional Trails Connector/Madfai 24 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Prnvidnd to Rmi lrlen,; FC,XchF'ina� (1f WA. 7 2.2 How many years has your organization been in business under its present business name? 39' 2.2.1 Under what other or former names has your organization operated? /V/)�- 2.3 If your organization is a corporation, answer the following: P 2.3.1 Date of incorporation: JG3 2.3.2 State of incorporation: 2.3.3 President's name: 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: �� 2.4 If your organization is a partnership, answer the following: 2. Date of organization: 2.4.2 ype of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 1 Date of organization: 2.5. Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do busi ess, and indicate license numbers, if applicable. 3.2 List jurisdictions�n which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work than your organization normally performs with its own forces. 5J�e,Luzi/,_ , a- J fi4S 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) IU //I- 4.2.1 Has your organization ever failed to complete any work awarded to it? P10 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? AJJ 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? Nv Kent Regional Trails Connector/Madfai 25 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Provided to Builders Exchanae of WA. Tnc_ Fnr I,CAR !'nnr9;r;n— n,..- — r 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) � a 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: - 5 In 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: r� 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. 5. REFERENCES 5.1 Trade References: 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: I / 5.3.2 Name and address of agent: 2 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Kent Regional Trails Connector/Madfai 26 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Provided to Builders Exchange of WA. Inc. For usaoP Conditinne Anraam—t CPP —w 1—urn Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g,, capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings), 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary), 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this' Q day of '2016. Name of Organization: P7 de7n� 4,331Z69 7 1Yc7Z,?,S By: Title: 7.2 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 2016, Notary Public My Commission Expires: PUBL%G� d * 'J OF W/ Kent Regional Trails Connector/Madfan 27 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Providod to Buildrt'S F'xchanqo of WA, lnc. For usaqn f_'c)rIditjons f, � ''•fit{{{{t,jf{ '' y r f• `ijauq it {�n...•t` i Department of Labor and Industries PIVETTA BROTHERS CONST INC PO Box 4445 Olympia, WA 9 504-4450 Reg, CC PI ETBC0 3B9 LiB ; + -522-209 Registered a's provided by Law as. aristructionContractor 342, PIVETTA B ROTIERS CO NST N+ Date: 1/29/L 99'4 PO BOX 370 6n Date A 0/6/20 7 SLJNJNER OVA 98390 .+': ..�'.. ..,,+�' ,;, ,/" s'" r/„/rr'/%Y/%'�l°`r; .�,rrr//%�ri✓;,f"f f '/,'%i//a 'I/"'r'tp�//l'l'"" ei' p. ,,,,, u , ,:. 1 March 15, 2816 City of(Cent 220 4th Avenue South Kent'i A 98032 Re: Kent Regional Trails Connector Project Pivetta Brothers Construction, Inc.has not been disqualified from bidding on any Public works contract during our 37 years of business. Mary Pivetta, President 1812 Pease Avenue.5urnner,WA 98390 Phone:(253)8b2-7690 Pax:(253)`170.5008 www.piveitc.com Conirociors License"PIVET13COb3E39 ,�„. �, �,,. %";<,/" �" r,, ' /i rC ri/i�,�Ai%;;T%r//i///fjf/,/ a//�i,/ /r�/il`//%/�/! ,✓ic�✓I/AiIA% ;" /, '�u�i�'io w,�i , „-, r rd6r rr ��i//fir✓1/��/f✓��/%��Jll/I/�r t/��/��i/��/,� ��/%�ii;Il/f/r��%�u r✓y� /., /.,�1 i l .. r r /,/r,�df�r// r/ /rJl✓�/Gi/ rr��N ( � 4'Y�I/"iil�1)✓I� � ��r�r/��r'kl� G 4 „ ,„„„r ,�'. ,o�,� i�,,,y ;/(r ,rJf�r n�%M��!,f��✓��I/rfLrrG1�N��y�w�� ,�/N�(41iIRI u' a A, w .✓ .r+" .;,,,,i'""„'";',,, �'" // /�� /� ;%S/� %/I�r//�///r//r, r rr,/' r!r/ii,r^,J Y1 /P/ r. .w; ,... .,.. y, ... rrl rr /o D//r�i%r/rr i r V,' r V, rflg „, / i J��y��// =,m�y�/�'7��, d�°��Y�i J°"%W,,,vv�as, � �jj V✓�,. � d,�y i r ii4W oIIIIWI :tl►�I r y i a4 � dk h fa �� vo Company Resume and Supervisory Personnel Pivetta Brothers Construction, Inc. is a licensed General Contractor proudly serving the Pacific Northwest for over 35 years. Our focus is on Civil, Public works Construction and Site Development, including mass excavations & habitat restoration. We are also heavily involved in Storm, Server& Water infrastructure and related appurtenances, including above and below grade structures, bridges, culverts, stream restoration, puunp stations, public road and street improvements. Pivetta Brothers Construction,lite. Corporate Officers and Management References President 'Vice-President& Estimator/PM Mark Pivetta Wally Clayton 1812 Pease Ave 1812 Pease Ave Sumner, WA 98390 Suunner, WA 98390 Office: 253-862-7890 Office: 253-862-7890 40 years in the industry 35 years in the industry.. mark(d)pivetta.com wally(a�pivetta.com Superintendent Estimator/Project Manager Dennis Craig; Nick Seeley 1812 Pease Ave 1812 Pease Ave Suunner, WA 98390 Sumner, WA 98390 Office: 253-862.-7890 Office: 253-862-7890 40 years in the industry 10 years in the industry Foreman;. Brandon Burrell 20 years in the industry Mike Chase 25 years in the industry Jeff Clayton 25years in the industry Jeremy Fudge 22 years in the industry Dane Miller 15 years in the indi,istry Paul Pivetta 34 years in t➢tie industry Aaron Wolters 25 years in the industry History: Incorporated— 1979 President—Mark A. Pivetta Vice President—Wallace C. Clayton Corporate Office— 1812 Pease Avenue, Sumner, WA 98390 Contractor Registration - PIVETBC063139 UBI: 600-522-209 Industrial Insurance L&l No: 488,626-00 Employment Security No; 583698-00-0 Web Site Address: www.pivetta.com 1812 Pease Avenue.5umn r,WA 18510 Phone;(Z53)8bZ-7810 • Fax: 253)`17Q-5008 www.ptvetio.com Carnracsars License"PI"U TEKOb3'59 /" ;''�' '/',„-,,,,;,,; ,�<,;,;;,,, ,�"" /,; �;//%// r,/!/ra/, /,.. r/i//.,.%r /r./fi jr%ll,f�r,frG% �� j�"�'llrynr�;i t,,, W,.� ,t�i IrQ a II��.✓',;i � � � w �, (I V Pivetta Brothers Construction, Inc. 1812 Pease Avenue Sumner, WA 98390 Office: 253-862-7890 Fax: 253-470-5008 Credit References: Bank Reference: Associated Petroleum Umpqua Bank PO Box 1397 224 SW 152nd Street Tacoma WA 98401 Burien WA 98166 Chris Bertram Phone: 253-564-0862 Phone: 800-929-5243 Contact: Rick Budd Fax: 866-696-1277 KID Fowler PO Box 160 Bonding Bellevue, WA 98009 Hub International Sherman Portzer The Hartford Phone: 253-863-8600 PO Box 3018 Fax: 425-653-3190 Bothell WA 98041 Agent: Chad Epple 425-489-4500 McLendon Hardware 1111 Fryar Ave Sumner, WA 98390 Phone: 253-863-2264 Insurance Fax: 425-264-1511 NSA Surety Group 1420 Fifth Avenue Ste 2241 Shope Concrete Seattle WA 98101 1618 E Main Agent: Chad Epple 425-489-4500 Gail Ginther Jake Williams 206-224-3182 Puyallup, WA 98372 Phone: 253-848-1551 Fax: 253-864-6172 ICON Materials PO Box 742421 Los Angeles CA 90074 Jesse McLean Phone: 206-574-3927 Fax: 253-575-0319 ul | z S 2 c g - 2 Go q co . w R S n f 2 � \ § / k § § o o < < m - © § o LO ; 0 \ / a \ t < & / m z c 2 } § Lu 2 M k \ c § \ z § § §LL ƒ k § u § k 72I / < - $ § oI \ aR « yC § gmE < m wz o � G u o ® m $ z w o § « I w ® © � G ° 2 ƒ 9 u & @ e § 2 o m 5 5 a ® � � 3 f 2 . o LL F o » u » e o m - u n d o ° © 2 n 2 ° 0 « 04 - R z _ o , c / - w ° o m E § I / w 8 ° z G / § b @ k 2 G m § o ) G G u z > m � e e § 2 § E m � 2 O Q & e Q m K - a � w E $ 2 = \ o ° z b e w / ( w R ° ® ° § o 2 ) 6 q a. § § 2 § § § E k § a * < G \ § k z / § W § oom § g o R § , § - m k ) w � m \ < § o } o w 0 g ® ~ b a u 2 2 b k g a ° 3 z \ ) 0 \ ; \ k § \ A \ J i § a @ o « U) ' bIL v _ U) co Cl) § m § § m Q z ° o ° Q ix E 2 ■ f « m 2 m § ui & CL \ ( « � � § 2 § � IV \ \ k < 2 g E ❑ # 2 w � J 2 2 � n a c ) \ k o co § 11 co - E t S < j k w k � � a. k § k & f 2 < w 2 ° 0 q ) & z & C co \ LU § / [ ) w L F- n g m 9 § q q $ q _ co co o It o k } § a � km 2 E © f m a « S - N M LU Z U LU } V j d y Q T } N N 4C�CYqOGc' ❑oGYyym�ggEmC CW7 O=pMlNa'o1 O��app } n�NNa1 Za !>a{� yQU 1Nf1 wm nm V Z NuMOi Q gN Q �� n, pom w MNc7 Oj aFr- � pp xLL UO ~ tn LO N ry a ¢ Ox 0% N aH Qxa❑ N Z N a ^O uIAOXQNn�n7W Z O > NL U ~ NO N W LLJ W Z z $ aa wwU M ¢ Z W LL ❑ 0) 0 QmNZ O92 NZ Wp N $ W Nj O NU j s ix yai p NW W w O 7 y m O ZN wa 0 mp p Z ZJ a ¢Z m < OX ¢ z � Mw m ° W w m O a wO CUwWaivO o 0 o N U O p w a. 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B R CL� / G 3 \ ) � k \ < ) o o \ , a ) \ _ 2 , - _ or7 \ 0 E® Pivetta Bros. Construction, Inc. Partial Owned Equipment List Equipment Number Make Year Mandel EX-111 1-Hitachi 2001 EX225USRLC EX-113 Hitachi 2003 Z225LC EX-115 Hitachi 2005 Z450LC EX-117 !Hitachi 2006 ZX350 EX-118 John Deere 2006 35D EX-120 John Deere 2006 50D ZTS EX-121 Jahn Deere 2006 35D E:X-122 John Deere 2006 50D EX-123 Hitachi 2008 Z135LC EX-124 John Deere 2013 EX75D EX-125 Volvo 2013 ECR145DK E.X--126 John Deere 2014 245E EX-128 John Deere 2014 35-G EX-129 Hitachi 2005 ZX225 Equipment � Number Make Year Model W L-109 Cat 2004 257 E3 WL-1 10 Volvo 2011 L70F W L-1 1 1 Vulva 2008 L70 F WL-1 12 John Deere 2014 64K WL-113 John Deere 2014 52.4K O% /i �/% Equipment Number Make Year Mandel R13-1 15 John Deere 2004 31OSG Equipment Number Make Year Mandel D-1011 Komatsu 1978 D31A_16 D-102 John Deere 2003 650 H D-103 John Deere 2005 700J XLT D-105 John Deere 2006 450J D--106 Komatsu 1982 D31 D-107 John Deere 2014 750XLT D-108 Jahn Deere 2007 450J Pane 1 2/18/2016 Q� S Equipment Number Make Year Model R-104 Wacker 1993 RD 880 R-106 Sakai 1998 SV400D R-107 Sakai 2001 SV200D R-108 Sakai 2011 SV51 OD R-109 Caterpiller 2003 CB224D R-110 Caterpiller 1972 815 R-11 I Ingersol Rand SP56DD 1 CI7 � Equipment Number Make Year Model S-103 Kawasaki 1995 KAF30OB-1 Equipment Number Make Year Model GR-102 Huber 1996 M850A GR-103 Jahn Deere 1992 772BH C�'�`i! t��9lduT>�'IU�C�C � r� „i� ��„i ✓„r,/ i �/�� %/i i ��1, ii ��/ i i Equipment Number Make Year Model' ORT-103 Terex 2005 DSA AS ORT-104 Jahn Deere 2005 250D ORT-105 Jahn Deere 2005 250D ORT-106 Yanmar 2009 CR50R ORT-107 Jahn Deere 2000 250C Page 2 2/18/2016 CITY OF DENT SUBCONTRACTOR LIST (Contracts over $100,00o) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price, List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Kent Rggional-Trails Connector Federal Aid Number: CM-Q615 (008) Project Number: 13-3006 Subcontractor Name C7 i Item Numbers ly Subcontractor Name Item Numbers b Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE lvk , Kent Regional Trails Connector/Madrai 28 February 17, 2016 Federal Aid Number: cm-0615 (om) Project Number: 13-3006 Provided t.0 BUildors Exchange of WA, IrIc. FOr USaqr, Uondatiom AgreeM"t `;WW.bXWa�CMTI 41W� )v- Q-1, Local Agency Name -- Local Agency/ Subcontractor list Local Agency Address Prepared in compliance with RCW 39.30,060 as amended To Be Submitted with the Bid Proposal Project Name Kent Regional Trails Connector Failure to list subcontractors with whom the bidder, if awarded the contract,will directly subcontract for performance of the work of 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 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 Prglect includes one or more categories of work referenced in RCW 39,30 060,and no subcontractor is listed below to uerform such work the bidder certifies that the work will either(i) be l__...:II ....♦nn 4ror performed by the bidder itself.or(ii) be performed by a lower tie r subcontractor who will gn...-..t direct_v, 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 —`-- - " Bidder's are notified that is the opinion of the enforcement agency that PVC or metal conduit,junction boxes, etc, are considered 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. SIR DOT Revised OB 20112 29 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION 1, 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. Z. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT' FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Kent Regional Trails Connector Federal Aid Number: CM-0615 (008) Project Number: 13-3006 NAME OF PROJECT F'i c�7'r oi_ NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Kent Regional Trails ConnEctor/Madfai 30 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 prnvidnd Y0 qui ldrrs Exchanap of wA_ jr, wnr r,,H;t-i nnrr 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: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. 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 DOT Form 272-0361 EF 31 07Q01 1 Prnvided to Ruildera PyerhAnnP of WA_ Tnr. For nc C'n -4it;nne a.,......... .oe <.,....., ...... _ n,........ ,.._:r.. c,.,,.. 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 $100,000 and that all such subrecipients shall certify and disclose accordingly. 5R DOT Form 272-040A EF 32 0712011 Provided to Builders Exchange of WA, Inc. For usage Conditions Aareement SPP wi hxwa 1- Local Agency Disadvantaged Business Enterprise Utilization Certification To be eligible for award of this contract the bidder must fill out and submit,as part of its bid proposal,the following Disadvantaged Business Enterprise Utilization Certification relating to Disadvantaged Business Enterprise(DBE)requirements.The Contracting Agency shall consider as non-responsive and shall reject any bid proposal that does not contain a DBE Certification which properly demonstrates that the bidder will meet the DBE participation requirements in one of the manners provided for in the proposed contract. The Bidder must submit good faith effort documentation only in the event the bidders efforts to soilcit sufficient DBE participation has been unsuccessful.The successful bidders Disadvantage Business Enterprise Utilization Certification shall be deemed a part of the resulting contract.I Information on certified firms is available from OMWBE online at: http://omwbe.wa.gov/directory-of-certified-firms/ (Box 1) Name of Bidder certifies that the Disadvantaged Business Enterprise(DBE) Firms listed below have been contacted regarding participation on this project. If this bidder is successful on this project and is awarded the contract, it shall assure that subcontracts or supply agreements are executed with those firms where an 'Amount to be Applied Towards Goat"'is listed. (If necessary, use additional sheet.) Column i Column 2 Column 3 Column 4 Project Role Name ofDBE (Prime,Joint Venture, Amount to Certificate Number Subcontractor, Description of Work be Applied Manufacturer,Regular Dealer,Force Account) Towards Goal C Zip"I ,Z 2. 4- 3. 4, 5. B. --—---------- 7. 8. ----——__------------ 9. ........... 101. Disadvantaged Business Enterprise Subcontracting Goal: DBE Total$ Box 2 Box 3 Regular Dealer status must be approved prior to bid submittal by the Office of Equal Opportunity,Wash,State Dept,of Transportation,an each contract. See the section"Crediting DBE Participation Toward Meeting the Goal"in the Contract Document. The Contracting Agency will utilize this amount to determine whether or not the bidder has met the goal.In the event of an arithmetic difference between this total and the sum of the individual amounts I¢sted above,then the sum of the amounts listed shall prevail and the total will be revised accordingly. Participation in excess of the goal amount will be considered voluntary or race-neutral participation, SR DOT Form 272-056A 33 10/2015 Providod to Buil,rIers P_',xchancyl of WA, Inc. For u^iaqc conditions Aqrr,,Pment qnrx wwi,a 1 11 Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document As an authorized representative of the Disadvantaged Business Enterprise (DBE), I confirm that we have been contacted by the referenced bidder with regard to the referenced project and 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 the bidder's Disadvantaged Business Enterprise Utilization Certification. CMG r _> - Contract Title: �1 ' �`-j�,;( i< (`, '� �..L\�� (__.i1-)�� Bidder's Business Flame: DBE's Business!Name: DBE's Business Address: DBE Signature: ---�,_�- DBE's Title: Dater ` \�'� 1 •-� ` L.^ The entries must be consistent with what is shown on the bidder's Disadvantaged Business Enterprise Utilization Certification. Failure to do so will result in bid rejection. See contract provision, Disadvantaged Business Enterprise Condition of Award Participation. Description of Work: [ Amount to be Applied Towards Goal: SR DOT Form 422-031A 1012015 + 34 Mar.14.2016 09:12 PM 2539133911 2533739432 PAGE. 2 Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document As an authorized representative of the Disadvantaged Business Enterprise (DBE), I confirm that we have been contacted by the referenced bidder with regard to the referenced project and 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 the bidder's Disadvantaged Business Enterprise Utilization Certif gMign. contract Title: KSP-r V,-j 0tJAL- Bidder's Business Name: DBE's Business Name: &AP—Ps0k) G'1gc--r— LA&jc g(w1%16--� DBE's Business Address: X DBE Signature: DBE's Title: S t O 45 N i Date: The entries must be consistent with what is shown on the bidder's Disadvantaged Businoss Enterprise Utilization Certification. Failure to do so will result in bid rejection. See contract provision; Disadvantaged Business Enterprise Condition of Award Participation, Description of work: (_.,A JOS60 -9t=A)169,E CyAI7P0L.- Amount to be Applied Towards Goal: sR aor inrzo422-03ia 34 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 VIII. 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 35 Provided to Builders Exchange of WA, Inc. For usage Conditinng AnrPPmanr 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 36 Provided to Builders Exchanae of WA. Tnr. Fnr ncana Cnndit-inns Anr want- 1-7Z _ hi,. 17 .447- C. 1 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. 37 Provided to Builders Exchanqe of WA. Inc. For usaae Conditinnc Anraamant 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. 38 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see WWLd_hvWA—. — Al".— 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. 39 Provided to Builders Exchange of WA, inc. For ncaap rnnri;r;n Q an,-o r 'oo ......... ti.,— _ ,,,.... _ ,.,._.a.. __,_ 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. 40 Provided to Builders Exchange of WA, Inc. For usage Conditions Aoreement see w— h- m _ al...-- 1.o..;a.. -1- 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 41 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. 42 Provided to Builders Exchange of WA, Inc. For usage Conditions Aarppmpnf APP - t vwn c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting 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 the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. 43 Provided to Builders Exchanqe of WA. Inc. For usage Conditions AarPPmanh b. (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee ( e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/formslwh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the information required to be provided under§5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under§5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (3) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH--347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b_(2) of this section. (4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, 44 Provided to Builders Exchange of WA, Inc. For usage Conditions AareemPnt A.. ....w 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 45 Provided to Builders Exchange of WA, Inc. For usage Conditions Aareemenr CPP www hrwa 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. 46 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - n WA— V -;f., c-1� 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 47 Provided to Builders Exchanqe of WA, Inc. For usage Conditions Aoreement .cap ... hY . 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 48 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www_hxwa_rnm - nlwavc ver;f., Q. 1- (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 535). 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 1925) 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). 49 Provided to Builders Exchanae of WA. Inc. Por usage Cnnrliti— Artr .-t- 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. 50 Provided to Builders Exchange of WA, Inc. For usage Condirinnc Anr--i- AAA h,,— m _ n,...,.. _:F.. 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 51 Provided to Builders Exchanve of WA. Inc. For usage Conditions AarPPmPnt SPP www hvurn Li--- we F.. c, i� 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 (hftps://www.epis.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; 52 Provided to Builders Exchange of WA. Inc. For usage Conditions AarPPmant (2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity(Federal, State or local)with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost$25,000 or more-2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. 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. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. "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 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). e. The prospective lower 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 53 voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction,"without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. g. 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.govD, which is compiled by the General Services Administration. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph a 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 with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-- Lower Tier Participants: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 54 Provided to Builders RxrhannP of WA. Tnr cnr „nano rnn i;r;. h--- -- 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. 55 Provided to Builders Exchange of WA. Tnc. Fnr nsana Pnnrl;r;nnc n..,-eomo„r wee ..,...... i......... ....... _ ,,,...,.... .._..�__ 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 (1c) 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 (1c) 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. 56 Provided to Builders Exchanqe of WA. Inc. For usage conditi— A...... AMENDMENT REQUIRED CONTRACT PROVISIONS (Exclusive of Appalachian Contracts) FEDERAL-AID CONSTRUCTION CONTRACTS The Federal—Aid provisions are supplemented with the following: XI I. Cargo Preference Act 1. U.S. Department of Transportation Federal Highway Administration memorandum dated December 11, 2015 requires that all federal-aid highway programs awarded after February 15, 2016 must comply with the Cargo Preference Act and its regulation of 46 CFR 381.7 (a)-(b). 57 Provided to Builders Exchange of WA, Inc. For usage Conditions Aareement .¢aa — hams ai... ver;f.. -1- 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: tInsert Company Name l {"Contractor"} CONTRACT NAME & PROJECT NUMBER:rInsert Name of Original Contract & Project #, if applicable] ORIGINAL CONTRACT DATE: fInsert 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: i. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Kent Regional Trails Connector/Madfai 58 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement SPP ww h- m _ n,..-- Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (title) (title) DATE: DATE: Kent Regional Trails Connector/Madfai 59 February 17, 2016 Federal Aid Number: CM-0615(008) Project Number: 13-3006 Provided to Builders F.xrhanae of WA_ Tnn_ ------- �..,, ......... .......... ....... r,.._.._ APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department ]In this field,you may enter the eleWonlc @lepath where the contract has been saved] Kent Regional Trails Connector/Madfai 60 February 17,2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Provided to Builders Exchange of WA, Inc. For usaae Conditions Aarppmanf- ,...,.. PUBLIC WORKS DEPARTMENT Tvnothy J. LaPorte, P.E. Pjbhc Works Director, tt 400 West Gowe �w Kent, WAt7F3032 ... ' Fax: 253-856-6 00 ., T EN PHONE: 253-$56-5500 CITY OF KENT KING COUNTY, WASHINCSToN Kent Regional Trails Connector Federal Aid Number: C - 15 (008) Project a b r: 13-3006 March ICI, 2016 FROM: The office of the City Engineer, lent Washington TO All Plan Holders of the Project Specifications and Plans This addendum forms a Dart of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALIC ACED/OR STRIKETHROUGH I -- KENT SPECIAL PROVISj-I NS Page SP-11 - Section 8-24.2 -- Materials REPLACE this section with the following SECTION 8-24.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8_24.2 Materials Gravity Block Wall Gravity block wall blocks shall be rectangular Prisms which shall be as dimensioned in the Plans. Except as otherwise specified, gravity block wall blocks will he > accepted by the Engineer based on visual inspection only, with no minimum compressive strength and no air content requirements for the concrete used in the block, a y 1 u crri ai,:r'r I 0e70M Gravity block wall blocks for permanent walls of heights greater than six feet and less than 15 feet shall be cast with Class 3000 concrete, conforming to the air content requirements of Section 6-02.3(2)A. Commercial concrete shall not be used. Gravity block wall blocks for permanent walls of these heights will be accepted based on visual inspection, and conformance to Section 6-02.3(27) and the specified concrete strength and air content requirements. END OF ADDENDUM No. 1 Chad Bieren, P.E. Date City Engineer PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. PUbk ir, Works Directw- a' 400 West Gawe 6C,ent, DNA 9€0 32 ICENT Fax: 2S3-856-6500 yr A.5�1 914 GTC 11 PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON Kent Regional Trails Connector Federal Aid Number: - 1 ( ) Project Number: 13-3006 Ai C� G,PVM No. 2 'larch 14, 2016 FROM: The office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR ,STRIKETHROUGH. I — BIDDER'S DOCUMENTS Page 29 — Focal Agency Subcontractor List REPLACE Local Agency Subcontractor List with the attached updated list which reprises the project name. END OF ADDENDUM No. Chad Bieren, P.E. Date City Engineer Attachments: Local Agency Subcontractor List ro �r r s �.° AY)R SUZCTTE COOKC .. ...,a - .... ,.,. . , .. . CONTRACT THIS AGREEMENT, is entered 'nto betty the CITY OF KENT, a Washington municipal corporation ("City"), and organized under the laws of the State of located and doing business at / r ) ("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: I The Contractor shall do all work and furnish all tools, materials, and equipment for: Kent Regional Trails Connector/Federal A►id Number: CM-0615 (008)/Project Number: 13-3006 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 2014 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 2014 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within one hundred twenty (120) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract, 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor, 4, It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Kent Regional Trails Connector/Madfai 1 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, -J 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. .J 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. _J 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 J 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 _J 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 the APWA Special Provisions 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 _J excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. Kent Regional Trails Connector/Madfai 2 February 17, 2016 Federal Aid Number: CM-0615 (008) .� Project Number: 13-3006 CITY OF KENT BY: SUZE -(E4 a KE, MAYQR DATE: ATTES RONALD F, C7RE, C I CLERK APPRO ED AST F 7RM: f KENT LAW DEPARTMENT CO,NTR TOR PRINT NAME; ,`o TITLE: 'f .r DATE: Kent Regional Trails Connector/Madfai 3 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Y m. Laical Agency Performance Bond PERFORMANCE BOND tl . to [City of Tent or County], WA Bond No, 2207350 The[ClIv of Kent or County],Washington([City or County])has awarded to ivetta Brothers Construction,Inc.(Principal),a contract for the construction of the project designated as FederalMdN�n rcmnn Connector] ,Project fro.13.3006 in[location]„Washington(Contract),and said Principal is required to furnish a bond for performance of all oblig—affl—offs—Tu—nVe-T-11he.Contract. North American The Principal,and8 ecial Insurance Com an Surety),a corporation,organized under the laws of the State Of New Hampshire 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.Tre Bury D pt.,are jointly and severallyheld and firms bound to the[City or Coun ©toe milliqn or�e 9ed Ii US y [ y ty},in the sum of six thousand two l�undre twenty� e mid 00/100 Dollars{$ 11.86 225.00 )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.-Abll 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. PRlht AL/ipp4rothe istruction,Inc. SURETY North Amer can e,cial Insurance Company Principfil,Sig ature Date Tbrety Signature j' Late I ;)1,VL "a Darlene Jakielski Printed Name bate Printed Larne Date Attorney-in-Fact Title Title i l Name,address,and telephone of local officeiagent of Surety Company is: HUB International NW PO Box 3018 M. Bothell,WA 98041-3018 425-489-4560 Approved as to farm: [City or County]Attorney,[City of :Dent or County] Date DOT Farm 272-002A EF 0812012 4 Local Agency Payment Bond , Y PUBLIC WORKS PAYMENT BOND to CCityr of Kent or County],WA i Bond NO. 2207350 I kll The fCity of Kent w, or County],Washington([City or County])has awarded to vetta Brothers Construction,Inc.(Principal),a contract for the construction of the project designated as F de 2AeFdd0Nn nherca3 ab,to�g� ,Project i No. 13 3006 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. North American The Principal,andpeciatt Insurance Compa.ny(Surety),a corporation organized under the laws of the State of New HamFshire 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 o Accounts, U.S.Tre a f t�.,are jointly and severally held and firmly bound to the[City or County],In the sure of ne nar9lFon one hundieeigit US undyed twee five 61001100 100 Dollars($ 1 1 ,?.25�Q0 )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 ail 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 autornbtl,cally 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)orlgInat counterparts,and shall be signed by the parties'duly authorized officers.This bond will only be accepted If I Is accompanied by a fully executed and original power of attorney for the office executing on behalf'of the surety. PRl I PAt. Five Bro instruction,Inc. SURETY&11,IL72� 171 92� ,5 ' t�Insurance Company 617L� Z Prin ai t5ignature Date Surely Signatur' Date rL , . ZZ Darlene Takielski Printed dame hate Printed Name Date Attorney-in-Fact Title Title Name,address,and telephone of local office/agent of Surety Company is; HUB International NW PO Box 3018 Bothell,WA 98041-3018 425-489-4500 Approved as to form:. [City or County]Attorney, [City of Kent or County] Date DOT Form 272-OOIA FF 0812012 5 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THATNorth American Specialty Insurance Company,-,I corporation duly organized and existing under laws of the State of New Hampshire,and having its principal off-ice in the City of Manchester,New Hampshire,and Washington International Insurance Company,a corporation organised and existing under the laws,of the State of New Hampshire and having its principal office in the City of Schaumburg,Illinois,each does hereby make,conslitute and appoint: THERESA A.LAMB,JIM W.DOYLE,CHAD M. EPPLI'--,JULlE M.GLOVER,DARLENE JAKIELSKI, JIM S,KUICLI,MICHAEL A.MURPHY,ANDY D.PRILL.STEVE WAGNER,TED BARANand CAROL LOWELL JOUNTLY OR SEVERALLY Its true and lawful Attorneys)-mar-Pact,to make,execute,sea]and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in tile nature of a bond on behalf ofeach of said Companies,as surety,on contracts Of suretyship as are or many be required or pernl ucd by law,regulation,contract or otherwise,provided that no bond or undertaking or contract or suretyship executed under,this authority shall exceed the amount of FIFTY MILLION(550,000,000.00)DOLLARS ----------------- This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty h1SUrance Company and Washington International Insurance Compary at InCetingSdUly called and held on the 9"'of May,2012: -RESOLVED,that any two of the Presidents,any Managing Director,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any Of them hereby is authorised to eXCCLIte a Power of Attorney qualifying the attorney nal-fled in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any oftheill hereby is authorized to attest to the execution of any such Power of Attorney an(]to attach therein the seal of the Company; and it is FURTHER RESOLVED,that tile signature of`such officers and the sea)of the Company may be affixed to any Such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding UpOn the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." P,u r Y fifr By A :f SEAL ;n= Sun en 1'.Anderson,Senior Vice Presidenc hi= S L 5 MA 1973 Scnior Vice Prvsidcnt of North Alucricals SjccciAh Insurance Cunipany ,�`'�IAMPSc, rrrrRN N-� \\ .......", is By -/ Michael A.16,Sevuor%'ice I'real dent INNashingtoninternationttlliiuFanceConiparty &Senior Vice President-I Norlb Aolvricao SpvcJ-11%Insurance Company IN WITNESS WHI"REOF,North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this I Ith day May 2015 North American Specialty Insurance Company Washington International Insurance Company State of Illinois County of Cook ss: On this llth day ot'_,__ May 20 15 ,bef'ore Inc,a Notary Public personally appeared Steven P.Anderson Senior Vice]"resident of Washington International Insurance Company and Senior Vice President ol'North American Specialty Insurance Company and Michael A.Ito_, Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrUnlent to be the voluntary act and deed of their respective companies. dFFE�tAL SEAL. —7— NI.Kenny,Nowry I'Libli!c 1, Jeffrey Goldberp . the duly elected Assistant Secretary of North American Specialty insurance Company and Washington International Insurance Company,do hereby certify that the above and foregoing is a true and correct copy ofa Power ofAttorney given by said North American Specialty Insurance Company and Washington international Insurance Company,which is still in full force and effect. ' - 20 \(I,.Q IN WITNESS WHEREOF,I have set my hand and affixed 0w,seals of the Companies this day 1,2- or e ................ Assi.swaSccrctaryof Washingnan International Ins once Ctunpany&Nonh Amer icaors Spevj;vGjy Insurance('onjpany f � PIVEBRO-01 MILLER ACORO' DATE(MMroDlYYYY) ��. CERTIFICATE OF LIABILITY INSURANCE 4122/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Hub International Northwest LLC PHONE 425 489-4500 Fax 12100 NE 195th St. _A!(yNoL . ac No: 425 485-8489 Suite 200 ADDRESS:now.info@hubinternational.com Bothell,WA 98011 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:BITCO National Insurance Company 20109 INSURED INSURER B:BITCO General Insurance Corporation 20095 Pivetta Brothers Construction, INSURER C: Mark Pivetta 1812 Pease Avenue INSURER D Sumner,WA 98390 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER MMNDY EFF MMIDO� LIMITS LTR A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,00 CLAIMS-MADE FRIOCCUR X X CLIP 3634053 0310112016 0310112017 PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY S 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY a JECT PRO-- LOC PRODUCTS-COMPIOP AGG $ 2,000,00 OTHER; STOP GAP $ 1,000,00 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1 000 00 Ea accident) r r B X ANY AUTO X X CAP 3634052 0310112016 03/0112017 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS PROPERTYDAMAGE $ Pe X HIRED AUTOS X NON-OWNED AUTOSUTOS r accident $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE S 1,000,00 B EXCESS LIAB CLAIMS-MADE X X CUP 2810285 03101/2016 03/0112017 AGGREGATE $ 1,000,00 DED X RETENTIONS 10,000 $ WORKERS COMPENSATION PER X OTH- AND EMPLOYERS'LIABILITY STATUTE ER A ANY PROPRIETORfPARTNER/EXECUTIVE Y❑ N!A CLP 3634053 03/0112016 03/0112017 E.L.EACH ACCIDENT S 1,000,00( OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEd S 1,000,00 If yes.describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I$ 1,000,00 DESCRIPTION OF OPERATIONS 1 LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedute,may be attached if more space Is required) RE:PROD.#133006-KENT REGIONAL TRAILS CONNECTOR,FED.AID#CM-0615(008) ADDITIONAL INSURED AS REQUIRED BY WRITTEN CONTRACT:THE CITY OF KENT,AND ITS OFFICERS,ELECTED OFFICIALS,EMPLOYEES,AGENTS, AND VOLUNTEERS. COVERAGE IS PRIMARY AND NON-CONTRIBUTORY.WAIVER OF SUBROGATION APPLIES.SEE ATTACHED ENDORSEMENT(S). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF KENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PUBLIC WORKS DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 400 WEST GOWE Kent,WA 98032 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. 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PLEASE READ IT CAREFULLY. BROADENED COVERAGE - AUTOMOBILES The following modifies insurance provided under: BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. 1. Broad Form Named Insured SECTION II.A. 1. -WHO IS AN INSURED-Paragraph d is added: d. Any organization you newly acquire or form, except for a partnership,joint venture or limited liability company, and over which you maintain majority ownership or interest(51%or more)or for which you have assumed the active management,will qualify as a Named Insured if there is no other similar insurance available to that organization. However,coverage under this provision is only afforded until the end of the policy period or the 12-month anniversary of the policy inception date, whichever is earlier. 2. Enhanced Supplementary Payments SECTION II.A.2.a. COVERAGE EXTENSIONS, Supplementary Payments(2)and (4)are replaced by the following: (2) Up to$2,500 for the cost of bail bonds (including bonds for related traffic laws violations) required because of an"accident"we cover. We do not have to furnish these bonds. (4)All reasonable expenses incurred by the "insured"at our request, including actual loss of earnings up to$350 a day because of time off from work. 3. Fellow Employee Coverage for Designated Positions The Fellow Employee Exclusion contained in Section II.8.5. does not apply to the following positions or job titles: foreman,supervisor, manager, officer, partner or other senior level "employee". Coverage is excess over all other collectible insurance. 4. Physical Damage-Transportation Expenses SECTION III.A.4.a. COVERAGE EXTENSION is replaced by the following: We will pay up to$50 per day to a maximum of$1,500 for temporary transportation expense incurred by you because of the total theft of a covered"auto"of the private passenger type. We will pay only for those covered"autos"for which you carry either Comprehensive or Specified Cause of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending,regardless of the policy's expirations,when the covered "auto"is returned to use or we pay for its "loss". AP-0401 (03/06) -1- 5. Hired Auto Physical Damage SECTION III.A.4.-Coverage Extensions- Paragraph c is added: C. If Comprehensive, Specified Causes of Loss or Collision coverage is provided under this policy,then Hired Auto Physical Damage is provided for that coverage part subject to the following: (1) The most we will pay for any one"accident"or"loss" under this Hired Auto Physical Damage Coverage is the lesser of: (1) The Any One "Accident"or"Loss"amount of$40,000; (2) The actual cash value; or (3) Cost of repair. Our obligation to pay for a loss in C.(1)above will be reduced by a deductible. The deductible will be equal to the largest deductible applicable to any owned "auto"for that coverage. The deductible will be waived for"loss"caused by fire or lightning. (2) Subject to paragraph 5.(1). above,we will provide coverage equal to the broadest physical damage coverage applicable to any covered"auto"shown in the declarations. (3) When you are required by written contract to indemnify a lessor for actual financial loss because of loss of use of a hired "auto" resulting from a covered "accident"or"loss",we will cover that financial loss subject to the limit specified in paragraph 5.(1). 6. Rental Reimbursement Coverage SECTION III.A.4.-Coverage Extensions- Paragraph d is added. d. If you carry Comprehensive, Specified Causes of Loss or Collision coverage for the damaged covered "auto"as provided under this policy,then Rental Reimbursement Coverage is provided for that coverage part subject to the following: 1. We will pay for rental reimbursement expenses incurred by you for the rental of an"auto" because of"loss"other than theft,to a covered"auto". Payment applies in addition to the otherwise applicable amount of each coverage you have on a covered"auto". No deductibles apply to this coverage. 2. We will only pay for those expenses incurred during the policy period beginning 24 hours after the "loss"and ending, regardless of the policy's expiration,with the lesser of the following number of days: 1. The number of days reasonably required to repair or replace the covered "auto";or, 2. 30 days. 3. Our payment is limited to the lesser of the following amounts: 1. Necessary and actual expenses incurred;or 2. $50 per day. AP-0401 (03/06) -2- 7. Lease Gap Coverage SECTION III.A.4-Coverage Extensions-Paragraph a is added. e. If a"long-term" leased"auto" is a covered"auto"and the lessor is named as an Additional Insured-Lessor,we will pay in the event of a total loss your additional legal obligation to the lessor for any difference between the actual cash value of the"auto"at the time of the loss and the'outstanding balance"of the lease, not to exceed$2,500 for any one vehicle or$25,000 annually in aggregate. For the purposes of this endorsement, 'outstanding balance"means the amount you owe on the lease at the time of loss less any amounts representing taxes, overdue payments, penalties, interest or charges resulting from overdue payments, additional mileage charges,excess wear and tear charges or lease termination fees,including carryover balances from previous loans or leases. "Long-term"means a period of time six months or more. 8. Accidental Air Bag Discharge Coverage SECTION I II.B.3.a- Exclusions. This exclusion does not apply to the accidental discharge of an air bag. 9. Glass Repair-Waiver of Deductible SECTION III.D- Deductible is replaced with the following: For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to"loss"caused by fire or lightning. The deductible does not apply to glass damage if the glass is repaired rather than replaced. AP-0401 (03/06) -3- + d POLICY NUMBER: CAP 3634052 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Endorsement Effective Date: SCHEDULE Name(s)Of Person(s) Or Organization(s): Information required to complete this Schedule, if not shown above,will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. i I I 1 CA 04 44 10 13 0 Insurance Services Office, Inc.,2011 Page 1 of 1 I AMENDMENTS TO THE STANDARD SPECIFICATIONS CONTENTS PAGE Introduction ........................................................................................AMD-1 1-01 Definitions and Terms..........................................................AMD-1 1-02 Bid Procedures and Conditions..............................................AMD-1 1-03 Award and Execution of Contract ..........................................AMD-3 1-04 Scope of the Work ..............................................................AMD-4 1-05 Control of Work ..................................................................AMD-8 1-06 Control of Material ..............................................................AMD-10 1-07 Legal Relations and Responsibilities to the Public.....................AMD-13 y 1-08 Prosecution and Progress.....................................................AMD-14 1-09 Measurement and Payment..................................................AMD-17 1-10 Temporary Traffic Control ....................................................AMD-17 2-01 Clearing, Grubbing, and Roadside Cleanup .............................AMD-21 2-02 Removal of Structures and Obstructions.................................AMD-22 2-03 Roadway Excavation and Embankment ..................................AMD-23 2-09 Structure Excavation ...........................................................AMD-24 2-12 Construction Geosynthetic ...................................................AMD-25 3-01 Production From Quarry and Pit Sites ....................................AMD-25 3-04 Acceptance of Aggregate .....................................................AMD-26 5-01 Cement Concrete Pavement Rehabilitation .............................AMD-26 5-02 Bituminous Surface Treatment..............................................AMD-27 5-04 Hot Mix Asphalt ..................................................................AMD-27 5-05 Cement Concrete Pavement .................................................AMD-35 6-01 General Requirements for Structures .....................................AMD-35 6-02 Concrete Structures ............................................................AMD-36 6-03 Steel Structures ....................... .......................................AMD-70 6-04 Timber Structures...............................................................AMD-75 6-05 Piling ...............................................................................AMD-75 6-06 Bridge Railings ...................................................................AMD-77 6-07 Painting.............................................................................AMD-78 6-09 Modified Concrete Overlays ..................................................AMD-83 6-10 Concrete Barrier .................................................................AMD-87 6-11 Reinforced Concrete Walls....................................................AMD-87 6-12 Noise Barrier Walls..............................................................AMD-88 6-13 Structural Earth Walls .........................................................AMD-89 6-14 Geosynthetic Retaining Walls................................................AMD-91 6-15 Soil Nail Walls ....................................................................AMD-92 6-16 Soldier Pile and Soldier Pile Tieback Walls ..............................AMD-93 6-17 Permanent Ground Anchors..................................................AMD-94 6-18 Shotcrete Facing.................................................................AMD-95 6-19 Shafts ...............................................................................AMD-96 7-02 Culverts ............................................................................AMD-100 8-01 Erosion Control and Water Pollution Control............................AMD-104 8-02 Roadside Restoration...........................................................AMD-108 8-04 Curbs, Gutters, and Spillways...............................................AMD-110 8-09 Raised Pavement Markers ....................................................AMD-111 8-10 Guide Posts........................................................................AMD-111 8-11 Guardrail ...........................................................................AMD-111 Kent Regional Trails Connector/Madfai February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 F L. PAGE r_ 8-18 Mailbox Support .................................................................AMD-112 L.. 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical...................................AMD-112 F. 8-21 Permanent Signing..............................................................AMD-115 L 8-22 Pavement Marking ..............................................................AMD-115 8-23 Temporary Pavement Markings.............................................AMD-116 9-01 Portland Cement.................................................................AMD-119 �.. 9-02 Bituminous Material ............................................................AMD-120 9-03 Aggregates ........................................................................AMD-121 �. 9-04 Joint and Crack Sealing Materials ..........................................AMD-124 L 9-05 Drainage Structures and Culverts..........................................AMD-125 9-06 Structural Steel and Related Materials ...................................AMD-125 r 9-07 Reinforcing Steel ................................................................AMD-126 9-08 Paints and Related Materials.................................................AMD-127 9-09 Timber and Lumber.............................................................AMD-127 r 9-10 Piling ...............................................................................AMD-128 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion and Scour Protection and Rock Walls ..........................AMD-129 r- 9-14 Erosion Control and Roadside Planting ...................................AMD-130 L 9-15 Irrigation System................................................................AMD-133 9-16 Fence and Guardrail ............................................................AMD-133 9-19 Prestressed Concrete Guides ................................................AMD-133 L 9-29 Illumination, Signal, Electrical...............................................AMD-133 9-31 Elastomeric Bearing Pads .....................................................AMD-136 9-32 Mailbox Support .................................................................AMD-137 L.: 9-33 Construction Geosynthetic ...................................................AMD-137 9-34 Pavement Marking Material ..................................................AMD-138 �- 9-35 Temporary Traffic Control Materials .......................................AMD-139 F- L L L r L L L_ L Kent Regional Trails Connector/Madfai February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L l 1 INTRO.AP1 J 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 2014 4 Standard Specifications for Road, Bridge, and Municipal Construction. 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 8 The following Amendments to the Standard Specifications are made a part of this contract and 9 supersede any conflicting provisions of the Standard Specifications. For informational purposes, 10 the date following each Amendment title indicates the implementation date of the Amendment or 11 the latest date of revision. 12 13 Each Amendment contains all current revisions to the applicable section of the Standard 14 Specifications and may include references which do not apply to this particular project. 15 16 1-01.AP1 17 Section 1-01, Definitions and Terms 18 August 3, 2015 19 1-01.3 Definitions 20 The definition for"Engineer" is revised to read: 21 J 22 The Contracting Agency's representative who directly supervises the engineering and 23 administration of a construction Contract. 24 25 The definition for"Inspector" is revised to read: 26 27 The Engineer's representative who inspects Contract performance in detail. 28 29 The definition for"Project Engineer" is revised to read: 30 31 Same as Engineer. 32 33 The following new term and definition is inserted after the definition for"Proposal Form": 34 35 Reference Information— Information provided to the Contractor by the Contracting Agency 36 that is not part of the Contract. 37 J 38 The definition for"Working Drawings" is revised to read: 39 40 Drawings, plans, diagrams, or any other supplementary data or calculations, including a 41 schedule of submittal dates for Working Drawings where specified, which the Contractor must 42 submit to the Engineer. 43 44 1-02.AP1 45 Section 1-02, Bid Procedures and Conditions 46 August 3, 2015 47 Kent Regional Trails Connector/Madfai AMD - 1 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r— 1 1-02.8(1) Noncollusion Declaration 2 The third paragraph is revised to read: 3 L 4 Therefore, by including the Non-collusion Declaration as part of the signed bid Proposal, the 5 Bidder is deemed to have certified and agreed to the requirements of the Declaration. 6 7 1-02.9 Delivery of Proposal 8 This section is revised to read: 9 10 For projects scheduled for Bid opening in Olympia, the Proposal shall be sealed and submitted 11 in the envelope provided with it to the address below or shall be submitted electronically via r^ 12 Trns-Port Expedite®software and BidExpress®. The Bidder shall fill in all blanks on this 13 envelope to ensure proper handling and delivery. Bids are to be received no later than until 14 11:00:59 A.M. Pacific time on the date of Bid opening: r 15 16 Washington State Department of Transportation L 17 Room 2D20 18 310 Maple Park Avenue SE r- 19 Olympia WA 98501-2361 20 21 For projects scheduled for Bid opening in other locations the Proposal shall be sealed and r 22 submitted in the envelope provided with it at the location and time identified in the Special L. 23 Provisions. The Bidder shall fill in all blanks on this envelope to ensure proper handling and 24 delivery. 25 26 Proposals that are received as required will be publicly opened and read as specified in 27 Section 1-02.12. The Contracting Agency will not open or consider any Proposal when the r< 28 Proposal or Bid deposit is received after the time specified for receipt of Proposals or received 29 in a location other than that specified for receipt of Proposals. 30 F. 31 When a Bid deposit is furnished in a physical format as specified in Section 1-02.7 the Bid 32 deposit shall be submitted in a sealed envelope marked as "BID SUPPLEMENT" and with the L 33 Bidder's company name, project title, and Bid date. 34 35 1-02.10 Withdrawing, Revising, or Supplementing Proposal 36 The first sentence of the third paragraph is revised to read: 37 38 Unless specifically allowed in the Contract, emailed requests to withdraw, revise, or L 39 supplement a Proposal are not acceptable. 40 41 1-02.13 Irregular Proposals 42 This section is revised to read: 43 r 44 1. A Proposal will be considered irregular and may be rejected if: L 45 46 a. The Bidder is not prequalified; 47 48 b. The Bidder adds provisions reserving the right to reject or accept the Award, or enter L 49 into the Contract; r- 50 51 c. A price per unit cannot be determined from the Bid Proposal; 52 53 d. The Proposal form is not properly executed; r 54 Kent Regional Trails Connector/Madfai AMD - 2 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 1 e. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as 2 required in Section 1-02.6; 3 4 f. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise 5 Utilization Certification, if applicable, as required in Section 1-02.6; 6 7 g. The Bidder fails to submit written confirmation from each DBE firm listed on the 8 Bidder's completed Disadvantaged Business Enterprise Utilization Certification that 9 they are in agreement with the Bidder's DBE participation commitment, if applicable, 10 as required in Section 1-02.6, or if the written confirmation that is submitted fails to 11 meet the requirements of the Special Provisions; 12 13 h. The Bidder fails to submit Disadvantaged Business Enterprise Good Faith Effort 14 documentation, if applicable, as required in Section 1-02.6, or if the documentation 15 that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition 16 of Award was made; or 17 18 i. The Bid Proposal does not constitute a definite and unqualified offer to meet the 19 material terms of the Bid invitation. 20 21 2. A Proposal may be considered irregular and may be rejected if: 22 23 a. The Proposal does not include a unit price for every Bid item; 24 25 b. Any of the unit prices are excessively unbalanced (either above or below the amount 26 of a reasonable Bid) to the potential detriment of the Contracting Agency; 27 28 c. The authorized Proposal Form furnished by the Contracting Agency is not used or is -J 29 altered; 30 31 d. The completed Proposal form contains any unauthorized additions, deletions, 32 alternate Bids, or conditions; 33 34 e. Receipt of Addenda is not acknowledged; 35 36 f. A member of a joint venture or partnership and the joint venture or partnership submit 37 Proposals for the same project (in such an instance, both Bids may be rejected); or 38 39 g. If Proposal form entries are not made in ink. 40 _a 41 1-03.AP1 42 Section 1-03, Award and Execution of Contract 43 January 5, 2015 44 1-03.3 Execution of Contract 45 The first paragraph is revised to read: ' 46 47 Within 20 calendar days after the Award date, the successful Bidder shall return the signed 48 Contracting Agency-prepared Contract, an insurance certification as required by Section 1- 49 07.18, and a satisfactory bond as required by law and Section 1-03.4, and shall be registered 50 as a contractor in the state of Washington. 51 Kent Regional Trails Connector/Madfai AMD - 3 February 17, 2016 Federal Aid Number: CM-0615 (008) -, Project Number: 13-3006 r- lam: 1 1-03.4 Contract Bond 2 The last word of item 3 is deleted. ` 3 L 4 Item 4 is renumbered to 5. 5 6 The following is inserted after item 3 (after the preceding Amendments are applied): L_. 7 8 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the r 9 project under titles 50, 51, and 82 RCW; and 10 11 1-03.5 Failure to Execute Contract 12 The first sentence is revised to read: L 13 14 Failure to return the insurance certification and bond with the signed Contract as required in r— 15 Section 1-03.3, or failure to provide Disadvantaged, Minority or Women's Business Enterprise 16 information if required in the Contract, or failure or refusal to sign the Contract, or failure to 17 register as a contractor in the state of Washington shall result in forfeiture of the proposal bond 18 or deposit of this Bidder. 19 L 20 1-04.AP1 r 21 Section 1-04, Scope of the Work L. 22 August 3, 2015 r^ 23 1-04.3 Vacant L. 24 This section, including title, is revised to read: 25 ' 26 1-04.3 Reference Information L. 27 Reference Information provided to the Contractor is not part of the Contract. The Contracting 28 Agency does not guarantee the accuracy of the Reference Information and is not responsible r 29 for the content of the Reference Information in any manner. Any use of Reference Information L 30 by the Contractor is done solely at the Contractor's risk. 31 F 32 1-04.4 Changes L 33 In the third paragraph, item number 1 and 2 are revised to read: 34 F 35 A. When the character of the Work as altered differs materially in kind or nature from that L 36 involved or included in the original proposed construction; or 37 38 B. When an item of Work, as defined elsewhere in the Contract, is increased in excess of 39 125 percent or decreased below 75 percent of the original Contract quantity. For the L 40 purpose of this Section, an item of Work will be defined as any item that qualifies for 41 adjustment under the provisions of Section 1-04.6. F 42 L_ 43 The following two new sentences are inserted at the beginning of the eighth paragraph: 44 F 45 Within 14 calendar days of delivery of the change order the contractor shall endorse and L 46 return the change order, request an extension of time for endorsement or respond in 47 accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change r 48 order if the Contractor fails to comply with these requirements. L 49 50 The last two paragraphs are deleted. r- 51 52 This section is supplemented with the following new subsections: L Kent Regional Trails Connector/Madfai AMD - 4 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L a 1 2 1-04.4(2) Value Engineering Change Proposal (VECP) 3 1-04.4(2)A General 4 A VECP is a Contractor proposed change to the Contract Provisions which will 5 accomplish the projects functional requirements in a manner that is equal to or better than 6 the requirements in the Contract. The VECP may be: (1) at a less cost or time, or (2) 7 either no cost savings or a minor increase in cost with a reduction in Contract time. The 8 net savings or added costs to the Contract Work are shared by the Contractor and 9 Contracting Agency. 10 11 The Contractor may submit a VECP for changing the Plans, Specifications, or other 12 requirements of the Contract. The Engineer's decision to accept or reject all or part of the 13 proposal is final and not subject to arbitration under the arbitration clause or otherwise 14 subject to litigation. 15 16 The VECP shall meet all of the following: 17 18 1. Not adversely affect the long term life cycle costs. 19 20 2. Not adversely impact the ability to perform maintenance. 21 22 3. Provide the required safety and appearance. 23 24 4. Provide substitution for deleted or reduced Disadvantaged Business Enterprise 25 Condition of Award Work, Apprentice Utilization and Training. 26 27 VECPs that provide a time reduction shall meet the following requirements: 28 29 1. Time saving is a direct result of the VECP. 30 31 2. Liquidated damages penalties are not used to calculate savings. 32 33 3. Administrative/overhead cost savings experienced by either the Contractor or 34 Contracting Agency as a result of time reduction accrue to each party and are 35 not used to calculate savings. 36 37 1-04.4(2)B VECP Savings 38 1-04.4(2)B1 Proposal Savings 39 The incentive payment to the Contractor shall be one-half of the net savings of the 40 proposal calculated as follows: 41 42 1. (gross cost of deleted work)—(gross cost of added work) = (gross savings) 43 44 2. (gross savings)— (Contractor's engineering costs)—(Contracting Agency's 45 costs) = (net savings) 46 47 3. (net savings)/2 = (incentive pay) 48 49 The Contracting Agency's costs shall be the actual consultant costs billed to the 50 Contracting Agency and in-house costs. Costs for personnel assigned to the 51 Engineer's office shall not be included. 52 53 1-04.4(2)B2 Added Costs to Achieve Time Savings 54 The cost to achieve the time savings shall be calculated as follows: Kent Regional Trails Connector/Madfai AMD - 5 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 1 2 1. (cost of added work) + (Contractor's engineering costs - Contracting r 3 Agency's engineering costs) = (cost to achieve time savings) L 4 5 2. (cost to achieve time savings) / 2 = (Contracting Agency's share of added ' 6 cost) 7 8 If the timesaving proposal also involves deleting work and, as a result, creates a r 9 savings for the Contracting Agency, then the Contractor shall also receive one-half of 10 the savings realized through the deletion. 11 12 1-04.4(2)C VECP Approval 13 1-04.4(2)C1 Concept Approval 14 The Contractor shall submit a written proposal to the Engineer for consideration. The 15 proposal shall contain the following information: 16 17 1. An explanation outlining the benefit provided by the change(s). 18 19 2. A narrative description of the proposed change(s). If applicable, the 20 discussion shall include a demonstration of functional equivalency or a 21 description of how the proposal meets the original contract scope of work. 22 L 23 3. A cost discussion estimating any net savings. Savings estimates will 24 generally follow the outline below under the section, "Proposal Savings". r 25 26 4. A statement providing the Contracting Agency with the right to use all or any �.. 27 part of the proposal on future projects without future obligation or 28 compensation. 29 30 5. A statement acknowledging and agreeing that the Engineer's decision to 31 accept or reject all or part of the proposal is final and not subject to 32 arbitration under the arbitration clause or otherwise be subject to claims or L 33 disputes. 34 35 6. A statement giving the dates the Engineer must make a decision to accept L 36 or reject the conceptual proposal, the date that approval to proceed must be 37 received, and the date the work must begin in order to not delay the r 38 contract. If the Contracting Agency does not approve the VECP by the date L 39 specified by the Contractor in their proposal the VECP will be deemed 40 rejected. r 41 42 7. The submittal will include an analysis on other Work that may have costs L 43 that changed as a result of the VECP. Traffic control and erosion control r 44 shall both be included in addition to any other impacted Work. 45 L 46 After review of the proposal, the Engineer will respond in writing with acceptance or 47 rejection of the concept. This acceptance shall not be construed as authority to 48 proceed with any change contract work. Concept approval allows the Contractor to L 49 proceed with the Work needed to develop final plans and other information to receive 50 formal approval and to support preparation of a change order. r 51 52 1-04.4(2)C2 Formal Approval 53 The Contractor's submittal to the Engineer for formal approval shall include the 54 following: Kent Regional Trails Connector/Madfai AMD - 6 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 2 1. Deleted Work— Include the calculated quantities of unit price Work to be _J 3 deleted. Include the proposed partial prices for portions of lump sum Work 4 deleted. For deletion of force account items include the time and material 5 estimates. 6 7 2. Added Work— Include the calculated quantities of unit price Work to be 8 added, either by original unit Contract prices or by new, negotiated unit 9 prices. For new items of Work include the quantities and proposed prices. 10 11 3. Contractor's Engineering Costs—Submit the labor costs for the engineering 12 to develop the proposal; costs for Contractor employees utilized in contract 13 operations on a regular basis shall not be included. 14 15 4. Schedule Analysis— If the VECP is related to time savings, the Contractor 16 shall submit a partial progress schedule showing the changed Work. The 17 submittal shall also include a discussion comparing the partial progress 18 schedule with the approved progress schedule for the project. 19 20 5. Working Drawings—Type 3 Working Drawings shall be submitted; those 21 drawings which require engineering shall be a Type 3E. 22 23 Formal approval of the proposal will be documented by issuance of a change order. 24 The VECP change order will contain the following statements which the Contractor 25 agrees to by signing the change order: 26 27 1. The Contractor accepts design risk of all features, both temporary and 28 permanent, of the changed Work. 29 30 2. The Contractor accepts risk of constructability of the changed Work. 31 32 3. The Contractor provides the Contracting Agency with the right to use all or 33 any part of the proposal on future projects without further obligation or 34 compensation. 35 36 VECP change orders will contain separate pay items for the items that are applicable 37 to the Proposal. These are as follows: 38 39 1. Deleted Work. 40 41 2. Added Work. 42 43 3. The Contractor's engineering costs, reimbursed at 100 percent of the 44 Contractor's cost. 45 7 46 4. Incentive payment to the Contractor. 47 A 48 When added Work costs exceed Deleted Work costs, but time savings make a viable 49 proposal, then items 3 and 4 above are replaced with the following: 50 51 3. The Contracting Agency's share of added cost to achieve time savings. 52 53 4. The Contractor's share of savings from deleted Work. 54 Kent Regional Trails Connector/Madfai AMD - 7 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r^ 1 1-04.4(2)C3 Authority to Proceed with Changed Work 2 The authority for the Contractor to proceed with the VECP Work will be provided by r' 3 one of the following options: L 4 5 1. Execution of the VECP change order, or r 6 L 7 2. At the Contractor's request the Contracting Agency may provide approval 8 by letter from the Engineer for the Work to proceed prior to execution of a r 9 change order. All of the risk for proceeding with the VECP shall be the 10 responsibility of the Contractor. Additionally, the following criteria are 11 required to have been met: r 12 13 a) Concept approval has been granted by the Contracting Agency. L 14 15 b) All design reviews and approvals have been completed, including plans r 16 and specifications. 17 18 c) The Contractor has guaranteed, in writing, the minimum savings to the 19 Contracting Agency. L 20 21 1-04.4(1) Minor Changes F 22 The first sentence of the first paragraph is revised to read: 23 24 Payments or credits for changes amounting to $25,000 or less may be made under the Bid r- 25 item "Minor Change". L 26 27 1-04.5 Procedure and Protest by the Contractor 28 The first sentence of the first paragraph is revised to read: L 29 30 The Contractor accepts all requirements of a change order by: (1) endorsing it, (2)writing a r 31 separate acceptance, (3) not responding within the allotted time as outlined in Section 1-04.4, L 32 or(4) not protesting in the way this Section provides. 33 34 1-05.AP1 r L. 35 Section 1-05, Control of Work 36 August 4, 2014 L 37 1-05.1 Authority of the Engineer 38 In this section, "Project Engineer" is revised to read "Engineer". 39 L. 40 The second paragraph (up until the colon) is revised to read: 41 r 42 The Engineer's decisions will be final on all questions including the following: L 43 44 The first sentence in the third paragraph is revised to read: 45 L 46 The Engineer represents the Contracting Agency with full authority to enforce Contract 47 requirements. r_ 48 49 1-05.2 Authority of Assistants and Inspectors L 50 The first paragraph is revised to read: 51 L Kent Regional Trails Connector/Madfai AMD - 8 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 The Engineer may appoint assistants and Inspectors to assist in determining that the Work 2 and materials meet the Contract requirements. Assistants and Inspectors have the authority to J 3 reject defective material and suspend Work that is being done improperly, subject to the final 4 decisions of the Engineer. 5 6 In the third paragraph, "Project Engineer" is revised to read "Engineer". 7 8 1-05.3 Plans and Working Drawings 9 This section's title is revised to read: 10 11 Working Drawings 12 13 This section is revised to read: 14 15 The Contract may require the Contractor to submit Working Drawings for the performance of J 16 the Work. Working Drawings shall be submitted by the Contractor electronically to the 17 Engineer in PDF format; drawing details shall be prepared in accordance with conventional 18 detailing practices. If the PDF format is found to be unacceptable, at the request of the 19 Engineer, the Contractor shall provide paper copies of the Working Drawings with drawings on 20 11 by 17 inch sheets and calculations/text on 8% by 11 inch sheets. 21 22 Working Drawings will be classified under the following categories: 23 24 1. Type 1 —Submitted for Contracting Agency information. Submittal must be received 25 by the Contracting Agency a minimum of 7 calendar days before work represented by 26 the submittal begins. 27 28 2. Type 2— Submitted for Contracting Agency review and comment. Unless otherwise 29 stated in the Contract, the Engineer will require up to 20 calendar days from the date 30 the Working Drawing is received until it is returned to the Contractor. The Contractor 31 shall not proceed with the Work represented by the Working Drawing until comments 32 from the Engineer have been addressed. 33 34 3. Type 2E— Same as a Type 2 Working Drawing with Engineering as described below. 35 36 4. Type 3—Submitted for Contracting Agency review and approval. Unless otherwise 37 stated in the Contract, the Engineer will require up to 30 calendar days from the date 38 the Working Drawing is received until it is returned to the Contractor. The Contractor 39 shall obtain the Engineer's written approval before proceeding with the Work 40 represented by the Working Drawing. 41 42 5. Type 3E —Same as a Type 3 Working Drawing with Engineering as described below. 43 44 All Working Drawings shall be considered Type 3 Working Drawings except as specifically 45 noted otherwise in the Contract. Unless designated otherwise by the Contractor, submittals of 46 Working Drawings will be reviewed in the order they are received by the Engineer. In the event 47 that several Working Drawings are received simultaneously, the Contractor shall specify the 48 sequence in which they are to be reviewed. If the Contractor does not submit a review 49 sequence for simultaneous Working Drawing submittals, the review sequence will be at the 50 Engineer's discretion. 51 52 Working Drawings requiring Engineering, Type 2E and 3E, shall be prepared by (or under the 53 direction of) a Professional Engineer, licensed under Title 18 RCW, State of Washington, and 54 in accordance with WAC 196-23-020. Design calculations shall carry the Professional Kent Regional Trails Connector/Madfai AMD - 9 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r1 1 Engineer's signature and seal, date of signature, and registration number on the cover page. 2 The cover page shall also include the Contract number, Contract title and sequential index to r' 3 calculation page numbers. L 4 5 If more than the specified number of days is required for the Engineer's review of any r 6 individual Working Drawing or resubmittal, an extension of time will be considered in L, 7 accordance with Section 1-08.8. 8 r, 9 Review or approval of Working Drawings shall neither confer upon the Contracting Agency nor 10 relieve the Contractor of any responsibility for the accuracy of the drawings or their conformity 11 with the Contract. The Contractor shall bear all risk and all costs of any Work delays caused rn 12 by rejection or nonapproval of Working Drawings. 13 ' 14 Unit Bid prices shall cover all costs of Working Drawings. 15 r_ 16 1-06.AP1 17 Section 1-06, Control of Material 18 August 3, 2015 F^ 19 1-06.1(4) Fabrication Inspection Expense L. 20 This section is revised to read: 21 22 In the event the Contractor elects to have items fabricated beyond 300 miles from Seattle, 23 Washington, the Contracting Agency will deduct from monies due or that may become due to 24 the Contractor all costs to perform plant approval and fabrication acceptance inspection for the r~ 25 items listed in Table 1 and costs for initial plant approval for items listed in Table 2. Plants l_ 26 currently listed on the QPL for the items shown in Table 1 and Table 2 in this section do not 27 require plant approval. 28 L. 29 Table 1: Items Requiring Plant Approval and Fabrication Acceptance Inspection Anchor Bolts (ASTM A449 & F1554 Precast Concrete Vaults (Electrical, Grade 105) Utility, Drainage, etc.) L Bridge Bearings (Cylindrical, Disc, Fabric Precast Concrete Girders and Precast Pad, Low Rise, Pin, Pendulum, and Bridge Components Spherical) r Cattle Guards Prestressed Concrete Girders L Coated Piling and Casing Prestressed Concrete Panels Epoxy-Coated Reinforcing Steel Precast Reinforced Concrete Box r Culverts L Fabricated /Welded Miscellaneous Metal Precast Reinforced Concrete Split Box Drainage Items: Grate Inlets, and Drop Culverts Inlets L Longitudinal Seismic Restrainers Precast Reinforced Concrete Three Sided Structures Metal Bridge Railing and Handrail Prestressed Concrete Piles i_ Metal Castings for Concrete Drainage, Retrofit Guardrail Posts with Welded electrical, and Utility Items Base Plates r Modular Expansion Joints Si nal Standards Paint & Powder Coating Facilities for Signing Material Table 1 items r- Kent Regional Trails Connector/Madfai AMD - 10 February 17, 2016 F- Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L Precast Concrete Bridge Deck Panels Sign Structures—Cantilever , Sign Bridge, and Bridge Mounted, Roadside T e PLT/ PLU Precast Concrete Catch Basins, Soldier Piles Manholes, Inlets, Drywells, and Risers Precast Concrete Drain, Perforated Steel Bridges and Steel Bridge Underdrain, Culvert, Storm Sewer, and Components Sanitary Sewer Pipe 1 Precast Concrete Floor Panels Steel Column Jackets Precast Concrete Junction Boxes, Pull Steel Light Standards, and High Mast Boxes, Cable Vaults Light Poles Precast Concrete Marine Pier Deck Strip Seal Expansion Joints Panels Precast Concrete Pier Caps Structural Steel for Ferry Terminal Berthing, Pedestrian and Vehicle Loading Structures Precast Concrete Retaining Walls, Timber Bridges including Lagging Panels Precast Concrete Roof Panels Treated Timber and Lumber 6 inch by 6 inch or larger Precast Concrete Structural Earth Walls, Welded Structural Steel (Miscellaneous) Noise Barrier Walls, Wall Panels, and Wall Stem Panels Precast Concrete Traffic Barrier � 1 2 Table 2: Items Requiring Initial Plant Approyal Only Epoxy Coating of Dowels and Tiebars for Precast Concrete Blocks for Structural Concrete Pavement Earth Walls Guardrail Posts and Blocks Steel Pipe Piling 3 4 The deductions for fabrication inspection costs will be as shown in the Payment Table below. 5 Zone Place of Fabrication or Inspection Site Reduction in Payment 1 Within 300 airline miles from Seattle None* 2 Between 300 and 3,000 airline miles from $700.00 per inspection Seattle day** 3 Over 3,000 airline miles from Seattle $1,000 per inspection day,** but not less than $2,500 per trip * Fabrication inspection expense does not apply for initial acceptance inspection in _y Zone 1. Re-inspection of items due to unacceptable workmanship or scheduling errors made by the Contractor, fabricator, or facility applying protective coatings will be assessed at$60.00 per hour but not less than $120.00 per inspection. **An inspection day includes any calendar day or portion of a calendar day spent by one inspector inspecting, on standby, or traveling to and from, a place of fabrication. An additional cost per inspection day will be assessed for each additional inspector. Reimbursement will be assessed at $280.00 per day for weekends and holidays for each on site inspector in travel status, but not engaged in inspection or travel activities when fabrication activities are not taking lace. 6 Kent Regional Trails Connector/Madfai AMD - 11 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 rl 1 Where fabrication of an item takes place in more than one zone, the reduction in payment will 2 be computed on the basis of the entire item being fabricated in the farthest of zones where 3 any fabrication takes place on that item. LJ 4 5 The rates for Zones 2 and 3 shall be applied for the full duration of time for all fabrication I- 6 inspection activities, to include, but not be limited to: plant approvals, prefabrication meetings, L 7 fabrication, coatings, and final inspection. When an inspection is for more than one Contract 8 the fabrication inspection costs shall be prorated as determined by the Engineer. r- 9 L_ 10 Section 1-06, Control of Material 11 January 4, 2016 r 12 This section is supplemented with the following new section and subsections: `- 13 F` 14 1-06.6 Recycled Materials 15 The Contractor shall make their best effort to utilize recycled materials in the construction of L. 16 the project; the use of recycled concrete aggregate as specified in Section 1-06.6(1)A is a 17 requirement of the Contract. 18 L 19 The Contractor shall submit a Recycled Material Utilization Plan as a Type 1 Working Drawing 20 within 30 calendar days after the Contract is executed. The plan shall provide the Contractor's 21 anticipated usage of recycled materials for meeting the requirements of these Specifications. L 22 The quantity of recycled materials will be provided in tons and as a percentage of the Plan 23 quantity for each material listed in Section 9-03.21(1)E Table on Maximum Allowable Percent 24 (By Weight) of Recycled Material. When a Contract does not include Work that requires the L 25 use of a material that is included in the requirements for using materials the Contractor may 26 state in their plan that no recycled materials are proposed for use. 27 28 Prior to Physical Completion the Contractor shall report the quantity of recycled materials that L 29 were utilized in the construction of the project for each of the items listed in Section 9-03.21. 30 The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel 31 furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates L 32 from concrete returned to the supplier). The Contractor's report shall be provided on DOT 33 Form 350-075 Recycled Materials Reporting. r 34 L 35 1-06.6(1) Recycling of Aggregate and Concrete Materials 36 37 1-06.6(1)A General L. 38 The minimum quantity of recycled concrete aggregate shall be 25 percent of the total quantity 39 of aggregate that is incorporated into the Contract for those items listed in Section 9-03.21(1)E F 40 Table on Maximum Allowable Percent (By Weight) of Recycled Material that allow the use of L 41 recycled concrete aggregate. The percentage of recycled material incorporated into the project 42 for meeting the required percentage will be calculated in tons based on the quantity of r 43 recycled concrete used on the entire Contract and not as individual items. L 44 45 If the Contractor's total cost for Work with recycled concrete aggregate is greater than without 46 the Contractor may choose to not use recycled concrete aggregate. When the Contractor r 47 does not meet the minimum requirement of 25 percent recycled concrete aggregate for the L 48 Contract due to costs or any other reason the following shall be submitted: 49 50 1. A cost estimate for each material listed in Section 9-03.21(1)E that is utilized on the L 51 Contract. The cost estimate shall include the following: 52 L Kent Regional Trails Connector/Madfai AMD - 12 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 a. The estimated costs for the Work for each material with 25 percent recycled 2 concrete aggregate. The cost estimate shall include for each material a copy of 3 the price quote from the supplier with the lowest total cost for the Work. 4 5 b. The estimated costs for the Work for each material without recycled concrete J 6 aggregate. 7 8 The Contractor's cost estimates shall be submitted as an attachment to the Recycled 9 Materials Reporting form. 10 11 1-07.AP1 12 Section 1-07, Legal Relations and Responsibilities to the Public 13 August 3, 2015 14 1-07.1 Laws to be Observed 15 The third paragraph is supplemented with the following: 16 17 A copy of all safety plans (e.g., fall protection work plan)that are developed by the Contractor 18 shall be submitted to the Engineer as a Type 1 Working Drawing. When requested by the 19 Engineer, the Contractor shall provide training to WSDOT employees working on-site for any 20 activity covered by a safety plan. Costs for training that is provided solely to Contracting 21 Agency employees will be paid to the Contractor in accordance with Section 1-09.4. 22 23 Section 1-07, Legal Relations and Responsibilities to the Public 24 January 4, 2016 J 25 1-07.1 Laws to be Observed 26 In the second to last sentence of the third paragraph, "WSDOT" is revised to read "Contracting 27 Agency". 28 29 1-07.2 State Taxes 30 This section is revised to read: 31 32 The Washington State Department of Revenue has issued special rules on the state sales tax. 33 Sections 1-07.2(1)through 1-07.2(3) are meant to clarify those rules. The Contracting Agency 34 will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. 35 36 The Contracting Agency may deduct from its payments to the Contractor, retainage or lien the 37 bond, in the amount the Contractor owes the State Department of Revenue, whether the 38 amount owed relates to the Contract in question or not. Any amount so deducted will be paid 39 into the proper State fund on the contractor's behalf. For additional information on tax rates 40 and application refer to applicable RCWs, WACs or the Department of Revenue's website. 41 42 1-07.2(1) State Sales Tax: Work Performed on City, County, or Federally-Owned 43 Land 44 This section including title is revised to read: 45 46 1-07.2(1) State Sales Tax: WAC 458-20-171 — Use Tax 47 For Work designated as Rule 171, Use Tax, the Contractor shall include for compensation the 48 amount of any taxes paid in the various unit Bid prices or other Contract amounts. Typically, 49 these taxes are collected on materials incorporated into the project and items such as the Kent Regional Trails Connector/Madfai AMD - 13 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 LL. 1 purchase or rental of; tools, machinery, equipment, or consumable supplies not integrated into 2 the project. r 3 . 4 The Summary of Quantities in the Contract Plans identifies those parts of the project that are 5 subject to Use Tax under Section 1-07.2(1). 6 L: 7 1-07.2(2) State Sales Tax: Work on State-Owned or Private Land 8 This section including title is revised to read: r 9 10 1-07.2(2) State Sales Tax: WAC 458-20-170-Retail Sales Tax 11 For Work designated as Rule 170, Retail Sales Tax, the Contractor shall collect from the r. 12 Contracting Agency, Retail Sales Tax on the full Contract price. The Contracting Agency will 13 automatically add this Retail Sales Tax to each payment to the Contractor and for this reason; L 14 the Contractor shall not include the Retail Sales Tax in the unit Bid prices or in any other F 15 Contract amount. However, the Contracting Agency will not provide additional compensation 16 to the Prime Contractor or Subcontractor for Retail Sales Taxes paid by the Contractor in 17 addition to the Retail Sales Tax on the total contract amount. Typically, these taxes are 18 collected on items such as the purchase or rental of; tools, machinery, equipment, or 19 consumable supplies not integrated into the project. Such sales taxes shall be included in the 20 unit Bid prices or in any other Contract amounts. 21 r 22 The Summary of Quantities in the Contract Plans identifies those parts of the project that are L 23 subject to Retail Sales Tax under Section 1-07.2(2). 24 r- 25 1-07.2(3) Services L 26 This section is revised to read: 27 r 28 Any contract wholly for professional or other applicable services is generally not subject to 29 Retail Sales Tax and therefore the Contractor shall not collect Retail Sales Tax from the �. 30 Contracting Agency on those Contracts. Any incidental taxes paid as part of providing the r 31 services shall be included in the payments under the contract. 32 L 33 1-07.15 Temporary Water Pollution/Erosion Control 34 This section's title is revised to read: 35 L 36 1-07.15 Temporary Water Pollution Prevention 37 38 This section's content is deleted. L_ 39 40 1-07.23(1) Construction Under Traffic r7 41 In the second paragraph, the following new sentence is inserted after the second sentence: 42 43 Accessibility to existing or temporary pedestrian push buttons shall not be impaired. 44 L 45 1-08.AP1 r 46 Section 1-08, Prosecution and Progress 47 August 3, 2015 48 1-08.1 Subcontracting L 49 The eighth paragraph is revised to read: 50 F 51 On all projects, the Contractor shall certify to the actual amounts paid to Disadvantaged, 52 Minority, Women's, or Small Business Enterprise firms that were used as Subcontractors, Kent Regional Trails Connector/Madfai AMD - 14 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 lower tier subcontractors, manufacturers, regular dealers, or service providers on the Contract. 2 This Certification shall be submitted to the Project Engineer on a monthly basis each month 3 between Execution of the Contract and Physical Completion of the Contract using the 4 application available at: https://remoteapps.wsdot.wa.gov/mapsdata/tools/dbeparticipation. 5 The monthly report is due 20 calendar days following the end of the month. A monthly report 6 shall be submitted for every month between Execution of the Contract and Physical 7 Completion regardless of whether payments were made or work occurred. 8 9 The ninth paragraph is deleted and replaced with the following new paragraph: 10 11 The Contractor shall comply with the requirements of RCW 39.04.250, 39.76.011, 39.76.020, 12 and 39.76.040, in particular regarding prompt payment to Subcontractors. Whenever the 13 Contractor withholds payment to a Subcontractor for any reason including disputed amounts, 14 the Contractor shall provide notice to the Subcontractor with a copy to the Contracting Agency 15 identifying the reason for the withholding and a clear description of what the Subcontractor 16 must do to have the withholding released. Following receipt of a progress payment from the 17 Contracting Agency, a Monthly Payment Summary form shall be submitted to the Engineer in 18 PDF format within 20 calendar days. The Monthly Payment Summary shall include all 19 Subcontractors that completed Work that was paid on the progress estimate by the 20 Contracting Agency. Retainage withheld by the Contractor prior to completion of the 21 Subcontractors work is exempt from reporting as a payment withheld and is not included in the 22 withheld amount. The Monthly Payment Summary form is available from the Engineer. The 23 Contracting Agency's copy of the notice to Subcontractor for deferred payments shall be 24 submitted with the Monthly Payment Summary. 25 _J 26 1-08.1(1) Subcontract Completion and Return of Retainage Withheld 27 This section is revised to read: 28 29 The following procedure shall apply to all subcontracts entered into as a part of this Contract: 30 31 Requirements 32 1. Upon request, the Engineer will provide a copy of any or all progress payment 33 estimates, with regard to contract payments to any interested party to the project. 34 35 2. The Contractor shall make payment to the Lower Tier Subcontractor not later than 36 ten calendar days after receipt of payment for work satisfactorily completed by the 37 Lower Tier Subcontractor, to the extent of the Lower Tier Subcontractor's interest 38 therein. 39 40 3. In the event the Contractor believes they have the right under the Contract or 41 Subcontract to withhold payment in part or whole from a Lower Tier Subcontractor 42 they shall provide immediate notification to that Lower Tier Subcontractor and the 43 Engineer. The notice shall include an accounting of payments to date, the value and 44 reason for the withheld amount, and an explanation of what must be done to have 45 the withheld amount released. The Lower Tier Subcontractor shall be paid within 46 eight calendar days after the Subcontractor completes the remedial action identified. 47 48 4. Every subcontract and lower tier subcontract shall have a dispute resolution process 49 incorporated for resolving issues between the parties to the subcontract, or one shall 50 be established as necessary. 51 52 5. If the parties agree, the WSDOT will make a third party neutral available provided the 53 parties to the dispute agree that the cost of doing so is split between them. 54 Kent Regional Trails Connector/Madfai AMD - 15 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number; 13-3006 r L 1 6. The Engineer will withhold the same amount of funds from the Contractor as was 2 withheld if the issue is not resolved by the next progress estimate. 3 L 4 7. Failure by a Contractor or Subcontractor to comply with these requirements may 5 result in one or more of the following: 6 L 7 a) Reflected in the Prime Contractor's Performance Evaluation. 8 r 9 b) Cancellation, termination or suspension of the Contract, in whole or in part. 10 11 c) Sanctions as provided by the Contract; subcontract; or by law under applicable 12 prompt payment statutes including RCW 39.04.250. 13 L 14 8. The Subcontractor shall make a written request to the Contractor for the release of 15 the Subcontractor's retainage or retainage bond. r 16 L 17 9. Within 10 calendar days of the request, the Contractor shall determine if the 18 subcontract has been satisfactorily completed including any required lien releases, r 19 documentation and material testing and shall inform the Subcontractor, in writing, of L 20 the Contractor's determination. 21 F 22 10. If the Contractor determines that the subcontract has been satisfactorily completed, 23 the Subcontractor's retainage or retainage bond shall be released by the Contractor 24 within 10 calendar days from the date of the written notice. If the Contractor r 25 determines that the Subcontractor has not achieved satisfactory completion of the 26 subcontract, the Contractor must provide the Subcontractor with written notice, 27 stating specifically why the subcontract Work is not satisfactorily completed and what 28 has to be done to achieve completion. The Contractor shall release the 29 Subcontractor's retainage or retainage bond within 10 calendar days after the L 30 Subcontractor has satisfactorily completed the Work identified in the notice. 31 r 32 11. In determining whether satisfactory completion has been achieved, the Contractor L 33 may require the Subcontractor to provide documentation such as certifications and 34 releases, showing that all laborers, lower-tiered Subcontractors, suppliers of material F 35 and equipment, and others involved in the Subcontractor's Work have been paid in L 36 full. The Contractor may also require any documentation from the Subcontractor that 37 is required by the subcontract or by the Contract between the Contractor and F 38 Contracting Agency or by law such as affidavits of wages paid, material acceptance L 39 certifications and releases from applicable governmental agencies to the extent that 40 they relate to the Subcontractor's Work. r 41 L 42 12. If the Contractor fails to comply with the requirements of the Specification and the 43 Subcontractor's retainage or retainage bond is wrongfully withheld, the Subcontractor r 44 may seek recovery against the Contractor under applicable prompt pay statutes in 45 addition to any other remedies provided for by the subcontract or by law. L 46 47 Conditions 48 1. This clause does not create a contractual relationship between the Contracting L 49 Agency and any Subcontractor as stated in Section 1-08.1. Also, it is not intended to 50 bestow upon any Subcontractor, the status of a third-party beneficiary to the Contract 51 between the Contracting Agency and the Contractor. 52 53 2. This Section of the Contract does not apply to retainage withheld by the Contracting r` 54 Agency from monies earned by the Contractor. The Contracting Agency shall L Kent Regional Trails Connector/Madfai AMD - 16 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 continue to process the release of that retainage based upon the Completion Date of 2 the project as defined in Section 1-08.5 Time for Completion and in accordance with 3 the requirements and procedures set forth in RCW 60.28. 4 5 Payment 6 The Contractor shall be solely responsible for any additional costs involved in paying 7 retainage to the Subcontractors prior to total project completion. Those costs shall be 8 incidental to the respective Bid items. 9 10 1-08.AP1 11 Section 1-08, Prosecution and Progress 12 January 4, 2016 13 1-08.1(1) Prompt Payment, Subcontract Completion and Return of Retainage 14 Withheld 15 In item number 5 of the first paragraph, "WSDOT" is revised to read "Contracting Agency". 16 17 1-09.AP1 18 Section 1-09, Measurement and Payment 19 January 5, 2015 20 1-09.6 Force Account 21 In the third paragraph of item number 3, the last sentence is revised to read: 22 23 In the event that prior quotations are not obtained and the vendor is not a firm independent 24 from the Contractor or Subcontractor, then after-the-fact quotations may be obtained by the 25 Engineer from the open market in the vicinity and the lowest such quotation may be used in 26 place of submitted invoice. 27 28 1-10.AP1 29 Section 1-10, Temporary Traffic Control 30 August 4, 2014 31 1-10.1(1) Materials 32 The following material reference is deleted from this section: 33 34 Barrier Drums 9-35.8 35 36 1-10.1(2) Description 37 The first paragraph is revised to read: 38 39 The Contractor shall provide flaggers, and all other personnel required for labor for traffic 40 control activities and not otherwise specified as being furnished by the Contracting Agency. J 41 42 1-10.2(1) General 43 In the third paragraph, the first two sentences are revised to read: 1 44 45 The primary and alternate TCS shall be certified by one of the organizations listed in the 46 Special Provisions. Possession of a current Washington State TCS card and flagging card by 47 the primary and alternate TCS is mandatory. Kent Regional Trails Connector/Madfai AMD - 17 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 1 2 1-10.2(1)B Traffic Control Supervisor 3 The first paragraph is revised to read: L 4 5 A Traffic Control Supervisor(TCS) shall be present on the project whenever flagging or other F- 6 traffic control labor is being utilized or less frequently, as authorized by the Engineer. 7 8 The last paragraph is revised to read: r 9 10 The TCS may perform the Work described in Section 1-10.3(1)A Flaggers or in Section 1- 11 10.3(1)B Other Traffic Control Labor and be compensated under those Bid items, provided 12 that the duties of the TCS are accomplished. 13 �` 14 1-10.2(2) Traffic Control Plans r 15 The first paragraph is revised to read: 16 17 The traffic control plan or plans appearing in the Contract documents show a method of 18 handling vehicle, bicycle, and pedestrian traffic. All construction signs, flaggers, and other r 19 traffic control devices are shown on the traffic control plan(s) except for emergency situations. L 20 If the Contractor proposes adding the use of flaggers to a plan, this will constitute a 21 modification requiring approval by the Engineer. The modified plans shall show locations for all 22 the required advance warning signs and a safe, protected location for the flagging station. If L. 23 flagging is to be performed during hours of darkness, the plan shall include appropriate 24 illumination for the flagging station. 25 26 In the second paragraph, the second sentence is revised to read: 27 28 Any Contractor-proposed modification, supplement or replacement shall show the necessary L 29 construction signs, flaggers, and other traffic control devices required to support the Work. 30 r- 31 1-10.2(3) Conformance to Established Standards L 32 In the second paragraph, the second sentence is revised to read: 33 34 The National Cooperative Highway Research Project (NCHRP) Report 350 and the AASHTO 35 Manual for Assessing Safety Hardware (MASH) have established requirements for crash L 36 testing. 37 r 38 In the third paragraph, "NCHRP 350" is revised to read "NCHRP 350 or MASH". L 39 40 In the fourth paragraph, "NCHRP 350" is revised to read "NCHRP 350 or MASH". 41 rL 42 In the fifth paragraph, "NCHRP 350" is revised to read "NCHRP 350 or MASH". 43 F 44 1-10.3(1) Traffic Control Labor L 45 The first paragraph is revised to read: 46 r 47 The Contractor shall furnish all personnel for flagging, for the execution of all procedures 48 related to temporary traffic control and for the setup, maintenance and removal of all L 49 temporary traffic control devices and construction signs necessary to control vehicular, bicycle, F. 50 and pedestrian traffic during construction operations. 51 52 1-10.3(1)A Flaggers and Spotters 53 This section's title is revised to read: 54 L Kent Regional Trails Connector/Madfai AMD - 18 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' 1 Flaggers 2 -J 3 The first paragraph is revised to read: 4 5 Flaggers shall be posted where shown on approved Traffic Control Plans or where directed by _, 6 the Engineer. All flaggers shall possess a current flagging card issued by the State of 7 Washington, Oregon, Montana, or Idaho. The flagging card shall be immediately available and 8 shown to the Contracting Agency upon request. 9 10 The last paragraph is deleted. 11 12 1-10.3(1)B Other Traffic Control Labor 13 This section is revised to read: 14 15 In addition to flagging duties, the Contractor shall provide personnel for all other traffic control A 16 procedures required by the construction operations and for the labor to install, maintain and 17 remove any traffic control devices shown on Traffic Control Plans. 18 19 1-10.3(3)B Sequential Arrow Signs 20 This section is supplemented with the following: 21 22 A sequential arrow sign is required for all lane closure tapers on a multilane facility. A separate 23 sequential arrow sign shall be used for each closed lane. The arrow sign shall not be used to 24 laterally shift traffic. When used in the caution mode, the four corner mode shall be used. 25 26 1-10.3(3)C Portable Changeable Message Signs -, 27 This section is revised to read: 28 29 Where shown on an approved traffic control plan or where ordered by the Engineer, the 30 Contractor shall provide, operate, and maintain portable changeable message signs (PCMS). 31 A PCMS shall be placed behind a barrier or guardrail whenever possible, but shall at a 32 minimum provide 4 ft. of lateral clearance to edge of travelled lane and be delineated by 33 channelization devices. The Contractor shall remove the PCMS from the clear zone when not 34 in use unless protected by barrier or guardrail. 35 36 1-10.3(3)F Barrier Drums 37 This section including title is deleted in its entirety and replaced with the following: 38 39 1-10.3(3)F Vacant 40 41 1-10.3(3)K Portable Temporary Traffic Control Signal 42 The fifth paragraph is revised to read: 43 44 The Project Engineer or designee will inspect the signal system at initial installation/operation 45 and approve the signal timing. Final approval will be based on the results of the operational 46 inspection. 47 J 48 1-10.4(2) Item Bids With Lump Sum for Incidentals 49 In the second paragraph, the first and second sentences are revised to read: 50 J 51 "Flaggers"will be measured by the hour. Hours will be measured for each flagging station, 52 shown on an approved Traffic Control Plan, when that station is staffed in accordance with 53 Section 1-10.3(1)A. 54 Kent Regional Trails Connector/Madfai AMD - 19 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 1 The first sentence of the last bulleted item in this section is revised to read: 2 3 Installing and removing Barricades, Traffic Safety Drums, Cones, Tubular Markers and L 4 Warning Lights and Flashers to carry out approved Traffic Control Plan(s). 5 r 6 1-10.5(2) Item Bids With Lump Sum for Incidentals 7 This section is deleted and replaced with the following: 8 r" 9 "Traffic Control Supervisor, lump sum. 10 11 The lump sum Contract payment shall be full compensation for all costs incurred by the 12 Contractor in performing the Work defined in Section 1-10.2(1)B. 13 �. 14 "Pedestrian Traffic Control', lump sum. 15 16 The lump sum Contract payment shall be full compensation for all costs incurred by the L 17 Contractor in performing the Work for pedestrian traffic control defined in Section 1-10. 18 19 "Flaggers", per hour. L 20 21 The unit Contract price, when applied to the number of units measured for this item in 22 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the L 23 Contractor in performing the Work defined in Section 1-10.3(1)A. 24 25 "Other Traffic Control Labor', per hour. 26 27 The unit Contract price, when applied to the number of units measured for this item in r 28 accordance with Section 1-10.4(2), shall be full compensation for all labor costs incurred by L 29 the Contractor in performing the Work specified for this item in Section 1-10.4(2). 30 r 31 "Construction Signs Class A", per square foot. L 32 33 The unit Contract price, when applied to the number of units measured for this item in 34 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 35 Contractor in performing the Work described in Section 1-10.3(3)A. In the event that "Do Not L 36 Pass" and "Pass With Care" signs must be left in place, a change order, as described in 37 Section 1-04.4, will be required. When the Bid Proposal contains the item "Sign Covering", 38 then covering those signs indicated in the Contract will be measured and paid according to L 39 Section 8-21. 40 F- 41 "Sequential Arrow Sign", per hour. L 42 43 The unit Contract price, when applied to the number of units measured for this item in r 44 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 45 Contractor in performing the Work described in Section 1-10.3(3)B. 46 r 47 "Portable Changeable Message Sign", per hour. 48 L 49 The unit Contract price, when applied to the number of units measured for this item in 50 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 51 Contractor in performing the Work for procuring all portable changeable message signs L 52 required for the project and for transporting these signs to and from the project. 53 r 54 "Transportable Attenuator", per each. L Kent Regional Trails Connector/Madfai AMD - 20 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. J 1 2 The unit Contract price, when applied to the number of units measured for this item in 3 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 4 Contractor in performing the Work described in Section 1-10.3(3)J except for costs 5 compensated separately under the items "Operation of Transportable Attenuator" and "Repair 6 Transportable Attenuator". 7 8 "Operation of Transportable Attenuator", per hour. 9 10 The unit Contract price, when applied to the number of units measured for this item in 11 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 12 Contractor in performing the Work for operating transportable attenuators on the project. 13 14 "Repair Transportable Attenuator", by force account. 15 16 All costs of repairing or replacing transportable attenuators that are damaged by the motoring 17 public while in use as shown on an approved Traffic Control Plan will be paid for by force 18 account as specified in Section 1-09.6. To provide a common Proposal for all Bidders, the 19 Contracting Agency has estimated the amount of force account for"Repair Transportable 20 Attenuator" and has entered the amount in the Proposal to become a part of the total Bid by 21 the Contractor. Transportable attenuators damaged due to the Contractor's operation or 22 damaged in any manner when not in use shall be repaired or replaced by the Contractor at no 23 expense to the Contracting Agency. 24 25 "Other Temporary Traffic Control", lump sum. 26 27 The lump sum Contract payment shall be full compensation for all costs incurred by the 28 Contractor in performing the Work defined in Section 1-10, and which costs are not 29 compensated by one of the above-listed items. 30 31 "Portable Temporary Traffic Control Signal", lump sum. 32 33 The lump sum Contract payment shall be full compensation for all costs incurred by the 34 Contractor in performing the Work as described in Section 1-10.3(3)K, including all costs for _ 35 traffic control during manual control, adjustment, malfunction, or failure of the portable traffic 36 control signals and during replacement of failed or malfunctioning signals. 37 38 2-01.AP2 39 Section 2-01, Clearing, Grubbing, and Roadside Cleanup J 40 August 3, 2015 41 2-01.2 Disposal of Usable Materials and Debris J 42 This section is revised to read: 43 44 The Contractor shall meet all requirements of state, county, and municipal regulations 45 regarding health, safety, and public welfare in the disposal of all usable material and debris. 46 47 The Contractor shall dispose of debris by one or more of the disposal methods described 48 below. J 49 50 2-01.2(1) Disposal Method No. 1 — Open Burning 51 The first paragraph is supplemented with the following: 52 Kent Regional Trails Conn ector/Ma dfa i AMD - 21 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r rv, 1 All burning operations shall be strictly in accordance with these authorizations. 2 r 3 The second paragraph is deleted. 4 5 2-01.2(3) Disposal Method No. 3 — Chipping 6 This section is revised to read: L 7 8 Wood chips may be disposed of on-site in accordance with the following: 9 10 1. Chips shall be no larger than 6 square inches and no thicker than inch. 11 r, 12 2. Chips shall be disposed outside of environmentally sensitive areas, and in areas that L 13 aren't in conflict with permanent Work. 14 15 3. Chips shall not be incorporated into the embankment but may be spread on slopes r 16 where feasible at depths no greater than 2 inches. L. 17 18 4. Chips shall be tractor-walked into the ground. 19 L, 20 2-01.3(1) Clearing 21 In the second paragraph, item number 3 (up until the colon) is revised to read: r 22 : 23 3. Follow these requirements for all stumps that will be buried deeper than 5 feet from the 24 top, side, or end surface of the embankment or any structure and are in a location that will r- 25 not be terraced as described in Section 2-03.3(14): j 26 27 2-02.AP2 r 28 Section 2-02, Removal of Structures and Obstructions L 29 January 5, 2015 7 30 2-02.3(2) Removal of Bridges, Box Culverts, and Other Drainage Structures L 31 This section is supplemented with the following new subsections: F 32 L 33 2-02.3(2)A Bridge Removal 34 2-02.3(2)A1 Bridge Demolition Plan Submittal F 35 The Contractor shall submit a Type 2E Working Drawing consisting of a bridge demolition 36 plan, showing the method of removing the existing bridge(s), or portions of bridges, as 37 specified. 38 39 The bridge demolition plan shall show all equipment, sequence of operations, and details L. 40 required to complete the work, including containment, collection, and disposal of all 41 debris. The plan shall include a crane foundation stability analysis and crane load r- 42 calculations for the work. The plan shall detail the containment, collection, and disposal L 43 of all debris. The plan shall show all stages of demolition. 44 r- 45 When the bridge removal work includes removal of a truss, and when the Contractor's L. 46 removal method involves use of a crane or cranes to pick, lift, and remove the truss, the 47 Contractor shall confirm the truss dead load weight prior to beginning the truss removal r 48 operation. The operation of confirming the truss dead load shall be performed at both 49 ends of the truss, and shall ensure that the truss is broken free of its support bearings. ' 50 The Contractor's method of confirming the truss dead load, whether by hydraulic jacks or r 51 other means, shall be included in the Contractor's bridge demolition plan submittal. 52 L. Kent Regional Trails Connector/Madfai AMD - 22 February 17, 2016 1- Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L_ 1 When the bridge removal work involves removing portions of existing concrete without 2 replacement, the methods and tools used to achieve the smooth surface and profile J 3 specified in Section 2-02.3(2)A2 shall be included in the Contractor's bridge demolition 4 plan submittal. 5 6 2-02.3(2)A2 Removing Portions of Existing Concrete 7 Care shall be taken in removing concrete to prevent overbreakage or damage to portions 8 of the existing Structure which are to remain. Before concrete removal begins, a saw cut 9 shall be made into the surface of the concrete at the perimeter of the removal limits. The 10 saw cut shall be 3/4-inch deep when the steel reinforcement is to remain, and may be 11 deeper when the steel reinforcement is removed with the concrete. 12 13 Concrete shall be completely removed (exposing the deformed surface of the bar) from 14 existing steel reinforcing bars which extend from the existing members and are specified 15 to remain. Steel reinforcing bars that are not designated to remain shall be cut a 16 minimum of 1-inch behind the final surface. The void left by removal of the steel 17 reinforcing bar shall be filled with mortar conforming to Section 9-20.4(2). The mortar 18 shall match the color of the existing concrete surface as nearly as practicable. 19 20 The Contractor shall roughen, clean, and saturate existing concrete surfaces, against 21 which fresh concrete will be placed, in accordance with Section 6-02.3(12)B. When a 22 portion of existing concrete is to be removed without replacement, concrete shall be 23 removed to a clean line with a smooth surface of less than 1/16 inch profile. 24 25 2-02.3(2)A3 Use of Explosives for Bridge Demolition 26 Explosives shall not be used for bridge demolition, except as specifically allowed by the 27 Special Provisions. 28 29 2-02.5 Payment 30 This section is supplemented with the following new Bid items: 31 32 "Removing Existing Bridge_", lump sum. 33 34 "Removing Existing Structure_", lump sum. 35 36 "Removing Portion of Existing Bridge_", lump sum. 37 38 "Removing Portion of Existing Structure ", lump sum. 39 - 40 2-03.AP2 41 Section 2-03, Roadway Excavation and Embankment 42 August 3, 2015 43 2-03.1 Description 44 The first paragraph is supplemented with the following: 45 46 The Work includes the removal of pavement, sidewalks, curbs and gutters as described in 47 Section 2-02 when these items lie within an excavation area. 48 49 2-03.3 Construction Requirements 50 This section is supplemented with the following new sub-section: 51 Kent Regional Trails Connector/Madfai AMD - 23 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 1 2-03.3(19) Removal of Pavement, Sidewalks, Curbs, and Gutters 2 The requirements of Section 2-02.3(3) shall also apply when pavements, sidewalks, curbs, 3 and gutters lie within an excavation. L_ 4 5 2-03.3(1) Widening of Cuts 6 This section is revised to read: �. 7 8 If routine cuts do not supply enough material to form the embankment, the Contractor shall r 9 obtain more material from areas inside or outside the Right of Way and/or from widening one L. 10 or both sides of existing cuts as determined by the Engineer. The Contractor shall dress the 11 sides of the cuts to any slopes the Engineer may require. If the Contractor has dressed a cut r 12 before the Engineer determines to widen it, the Contracting Agency will pay for the resloping L 13 as provided in Section 1-04.4. In addition, material obtained from areas beyond the cuts 14 shown in the Plans that result in additional haul will be paid by the Contracting Agency as 15 provided in Section 1-04.4. r 16 L 17 2-03.3(14) Embankment Construction 18 The third paragraph is revised to read: r 19 L 20 Hillside Terraces—The Contractor shall terrace the original ground or embankment when the 21 slope of the surface is 21-1:1V or steeper unless otherwise directed by the Engineer. The face 22 of each terrace shall be a minimum of 1 foot and a maximum of 5 feet in height and shall be L., 23 vertical or near vertical as required to remain stable during material placement and 24 compaction. The bench of the terrace shall slope outward to drain and shall not be inclined 25 steeper than 0.05 foot per foot. Terraces damaged during work shall be reestablished. The 26 Engineer may order the Contractor to place gravel backfill, pipe drains or both to drain any 27 seepage. 28 L 29 2-03.3(14)C Compacting Earth Embankments 30 The last nine paragraphs are deleted and replaced with the following three new paragraphs: 31 32 Moisture Content—The Contractor shall adjust moisture content during compaction to L 33 produce a firm, stable and unyielding embankment. The embankment shall be free from 34 pumping and rutting due to excessive moisture and is the Contractor's responsibility to 35 manage and adjust as necessary. 36 37 The Contracting Agency will consider all costs for drying embankment material to be incidental 38 to other Work, including excessive moisture due to inclement weather. If, however, the L 39 Contract includes an aeration item, the Contracting Agency will pay for such Work as specified 40 in Sections 2-03.4 and 2-03.5. F- 41 L 42 The Contractor shall repair, at no expense to the Contracting Agency, any partial or complete 43 embankment that loses stability because of continued hauling across it. Evidence of lost F 44 stability includes pumping, rutting or lateral displacement of embankment. The Contractor shall L 45 also alter hauling equipment or procedures to prevent further damage. 46 r. 47 2-03.3(14)L Embankment Widening for Guardrail 48 The first sentence is revised to read: L 49 F 50 Embankments widened for the installation of beam guardrail shall be terraced in accordance 51 with the requirements for hillside terraces in Section 2-03.3(14). L. 52 53 The second sentence is deleted. r 54 L Kent Regional Trails Connector/Madfai AMD - 24 February 17, 2016 7- Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. 1 2-09.AP2 2 Section 2-09, Structure Excavation 3 August 3, 2015 4 2-09.3(2) Classification of Structure Excavation 5 The first sentence of item number 1 is revised to read: 6 7 Class A—Structure excavation required for bridge and retaining wall footings, precast 8 reinforced concrete three sided structure footings, geosynthetic retaining walls, structural earth 9 walls, sign structure footings, pile or drilled shaft caps, seals, wingwall footings, precast 10 reinforced concrete box culverts, precast reinforced concrete split box culverts, detention 11 vaults, and noise barrier wall footings shall be classified as Structure excavation Class A. 12 13 2-09.4 Measurement 14 The second paragraph is revised to read: 15 16 Horizontal Limits—The Contracting Agency will use the sides of the trench or pit as 17 horizontal limits in measuring excavation. No payment for Structure excavation will be made 18 for material removed (1) more than 1 foot outside the perimeter of any pile cap, footing, or 19 seal; (2) more than 3 feet beyond the Roadway side of a wing wall; (3)more than 1 foot 20 beyond the other sides and end of a wing wall; (4) more than 1 foot outside the perimeter of 21 the soil reinforcement area for geosynthetic and structural earth walls; and (5) more than 4- 22 feet beyond the inside opening of precast reinforced concrete box culverts and precast 23 reinforced concrete split box culverts. For precast reinforced concrete three sided structures, 24 no payment for Structure excavation will be made for material removed more than 1 foot 25 outside the perimeter of the footing or more than 4 feet beyond the inside opening, whichever J 26 is greater. 27 28 The seventh paragraph is revised to read: 29 30 For pipelines the lower limit in measuring structure excavation will be the foundation level as 31 shown in the Plans or as directed by the Engineer. 32 33 2-12.AP2 34 Section 2-12, Construction Geosynthetic 35 January 5, 2015 36 2-12.3(4) Permanent Erosion Control and Ditch Lining 37 In the fourth paragraph, "Section 9-13.2" is revised to read "Section 9-13.1(4)". 38 39 3-01.AP3 J 40 Section 3-01, Production From Quarry and Pit Sites 41 August 3, 2015 42 3-01.2(2) Preparation of Site 43 This section is supplemented with the following three new paragraphs: 44 45 The Contractor shall provide sufficient space as required for the setup and operation of the 46 Contracting Agency's field testing facilities at the site of crushing or hot mix asphalt production. 47 Kent Regional Trails Connector/Madfai AMD - 25 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- 1 As directed by the Engineer, the Contractor shall provide one of the following to ensure 24- 2 hour per day operation of the Contracting Agency's laboratory trailer(s) that may be set up at 3 the site during production: �. 4 5 1. A power source and a power cord of sufficient length to reach the Contracting r' 6 Agency's laboratory trailer(s) which may be set up at the site. The cord shall be , 7 capable of carrying at least 120/240 volts, 60 cycles at a sustained load of up to 200 8 amps. The cord and trailer(s) electrical hookup shall meet the NEC code. Power shall r 9 be provided and connected when requested by the Engineer. The laboratory 10 trailer(s) hookup shall be protected by a 2 pole 50 amp 240 VAC circuit breaker. 11 � . 12 2. A daily supply of fuel adequate for operation of the Contracting Agency's 13 generator(s). L 14 15 Potable water shall be provided to the Contracting Agency's laboratory trailer(s) for use during 16 plant operations when requested by the Engineer. L 17 18 3-04.AP3 L 19 Section 3-04, Acceptance of Aggregate 20 April 6, 2015 L. 21 3-04.5 Payment 22 In Table 1, the "Maximum Sublot Size (Tons)" value for the item HMA Aggregate is revised to read 23 "2000". L 24 25 In Table 2, the row containing the item "HMA Aggregate" is revised to read: 26 L 9-03.8(2) HMA Aggregate 15 15 Uncompact ed Void Content 15 27 L. 28 5-01.AP5 29 Section 5-01, Cement Concrete Pavement Rehabilitation L 30 August 4, 2014 31 5-01.2 Materials L 32 The referenced section for the following item is revised to read: r 33 34 Dowel Bars 9-07.5 L 35 36 5-01.3(4) Replace Portland Cement Concrete Panel F 37 In the third paragraph, the last sentence is deleted. L 38 39 The seventeenth paragraph (beginning with "The Contractor shall place a bond-breaking 40 material...") is deleted. L 41 r L F L Kent Regional Trails Connector/Madfai AMD - 26 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J I 5-02.AP5 2 Section 5-02, Bituminous Surface Treatment 3 August 4, 2014 4 5-02.AP5 5 Section 5-02, Bituminous Surface Treatment 6 January 4, 2016 7 5-02.3(2) Preparation of Roadway Surface 8 This section is supplemented with the following new subsection: 9 10 5-02.3(2)E Crack Sealing 11 Where shown in the Plans, seal cracks and joints in the pavement in accordance with Section 12 5-04.3(5)C. 13 14 5-02.3(11) Temporary Raised Pavement Markings 15 This section's title is revised to read: 16 17 Temporary Pavement Markings 18 19 The word "raised" is deleted from this section. 20 21 5-04.AP5 22 Section 5-04, Hot Mix Asphalt } 23 August 3, 2015 24 5-04.2 Materials 25 The third through eighth paragraphs are deleted and replaced with the following: 26 27 The Contractor may choose to utilize recycled asphalt pavement (RAP) or reclaimed asphalt 28 shingles (RAS) in the production of HMA. The RAP may be from pavements removed under 29 the Contract, if any, or pavement material from an existing stockpile. The RAS may be from 30 reclaimed shingles. 31 32 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional 33 sampling or testing of the RAP. If greater than 20 percent RAP by total weight of HMA or any 34 amount of RAS is utilized in the production of HMA, the Contractor shall sample and test the 35 RAP and RAS during stockpile construction in accordance with WSDOT FOP for AASHTO T 36 308 for determination of asphalt binder content and WSDOT FOP for WAQTC/AASHTO T 37 27/T 11 for gradation of the aggregates. The RAP shall be sampled and tested at a frequency 38 of one sample for every 1,000 tons produced and not less than ten samples per project. The 39 RAS shall be sampled and tested at a frequency of one sample for every 100 tons produced 40 and not less than ten samples per project. The asphalt content and gradation test data shall 41 be reported to the Contracting Agency when submitting the mix design for approval on the 42 QPL. If utilized, the amount of RAS shall not exceed 5-percent of the total weight of the HMA. 43 The Contractor shall include the RAP and RAS as part of the mix design as defined in these 44 Specifications. 45 46 The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder 47 from different sources is not permitted. 48 Kent Regional Trails Connector/Madfai AMD - 27 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 F L_ 1 The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA 2 with 20 percent or less RAP by total weight of HMA and no RAS. The Contractor shall submit 3 to the Engineer for approval the process that is proposed and how it will be used in the 4 manufacture of HMA. 5 6 When the Contracting Agency provides aggregates or provides a source for the production of L, 7 aggregates, the Contract Provisions will establish the approximate percentage of asphalt 8 binder required in the mixture for each class of HMA. r 9 10 Production of aggregates shall comply with the requirements of Section 3-01. 11 r- 12 Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates 13 from stockpiles shall comply with the requirements of Section 3-02. 14 15 5-04.AP5 16 Section 5-04, Hot Mix Asphalt 17 January 4, 2016 L 18 5-04.2 Materials 19 The first paragraph is supplemented with the following new items: 20 Lw 21 Hot Poured Sealant 9-04.2(1)A 22 Sand Slurry 9-04.2(1)B 23 24 This section is supplemented with the following new paragraph: 25 r- 26 The requirements of Section 1-06.6 do not apply to the portland cement and fine aggregate 27 used in sand slurry. 28 r 29 5-04.3(1) Hot Mix Asphalt Mixing Plant L 30 In the first paragraph, the last sentence of item number 4 is revised to read: 31 32 The Contractor shall provide for the setup and operation of the field testing facilities of the L 33 Contracting Agency as provided for in Section 3-01.2(2). �- 34 35 The first paragraph is supplemented with the following: r 36 L 37 6. Equipment for Processing RAP and RAS. When producing HMA for mix designs with 38 greater than 20 percent RAP by total weight of HMA or any amount of RAS the HMA plant F 39 shall be equipped with screens or a lump breaker to eliminate oversize RAP/RAS L 40 particles from entering the pug mill or drum mixer. 41 F 42 5-04.3(3)A Material Transfer Device/Vehicle L 43 The first paragraph is supplemented with the following new sentence: 44 F 45 At the Contractor's request the Engineer may approve paving without an MTDN; the Engineer L 46 will determine if an equitable adjustment in cost or time is due. 47 r- 48 In the last sentence of the second paragraph, "Project Engineer" is revised to read "Engineer". 49 50 5-04.3(5)A Preparation of Existing Surfaces 51 The first sentence of the last paragraph is revised to read: 52 Kent Regional Trails Connector/Madfai AMD - 28 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L I 1 Unless otherwise approved by the Engineer, the tack coat shall be CSS-1 or CSS-1 h 2 emulsified asphalt. 3 4 5-04.3(5)C Crack Sealing 5 January 4, 2016 6 This section's content is deleted and replaced with the following new subsections: 7 8 5-04.3(5)C1 General 9 When the Proposal includes a pay item for crack sealing, all cracks and joints %inch in width 10 and greater shall be sealed. Cracks and joints shall be thoroughly clean, dry and free of all 11 loose and foreign material when filled with crack sealant material. Immediately prior to filling a 12 crack or joint with the sealant material a hot air lance shall be used to dry and warm the ' 13 pavement surfaces within the crack or joint. Pavement shall not be overheated and direct 14 flame dryers shall not be used. Routing cracks and joints is not required. 15 16 Where cracks and joints are to be filled with sand slurry thoroughly mix the components and 17 pour the mixture into the cracks and joints until full. Additional CSS-1 emulsified asphalt may 18 be added to the sand slurry as needed for the mixture to be workable to completely fill the 19 crack or joint. Strike off the sand slurry flush with the existing pavement surface and allow the 20 mixture to cure. Cracks or joints that were not completely filled shall be topped off with 21 additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. 22 23 Where cracks and joints are to be filled with hot poured sealant the material shall be applied in 24 accordance with these requirements and the manufacturer's recommendations. The 25 manufacturer's recommendations shall be furnished to the Engineer prior to the start of work 26 and shall include recommended heating time and temperatures, allowable storage time and 27 temperatures after initial heating, allowable reheating criteria, and application temperature 28 range. 29 30 Crack sealing with hot poured sealants shall be controlled to confine the material within the 31 crack or joint. Any overflow of sealant shall be cleaned from the pavement surface. If, in the 32 opinion of the Engineer, the Contractor's method of sealing the cracks and joints with hot 33 poured sealant results in an excessive amount of material on the pavement surface, the 34 operation shall be stopped and corrected to eliminate the excess material. 35 36 5-04.3(5)C2 Crack Sealing Areas Prior to Paving 37 In areas where HMA will be placed the cracks and joints shall be filled with sand slurry. 38 39 5-04.3(5)C3 Crack Sealing Areas Not to be Paved 40 In areas where HMA will not be placed the cracks and joints shall be filled as follows: 41 42 1. Cracks '/4 inch to 1 inch in width shall be filled with hot poured sealant. 43 44 2. Cracks and joints greater than 1 inch in width shall be filled with sand slurry. 45 46 5-04.3(5)C4 Crack Sealing Areas Prior to a Bituminous Surface Treatment 47 In areas where a BST will be placed the cracks and joints shall be filled per Section 5- 48 04.3(5)C3. 49 50 5-04.3(7) Preparation of Aggregates 51 This section is revised to read: 52 53 The aggregates, RAP and RAS shall be stockpiled according to the requirements of Section 3- 54 02. Sufficient storage space shall be provided for each size of aggregate, RAP and RAS. The Kent Regional Trails Connector/Madfai AMD - 29 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- L 1 Contractor may uniformly blend fine aggregate or RAP with the RAS as a method of 2 preventing the agglomeration of RAS particles. The aggregates, RAP and RAS shall be r' 3 removed from stockpile(s) in a manner to ensure minimal segregation when being moved to �. 4 the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept 5 separated until they have been delivered to the HMA plant. r^ 6 L 7 5-04.3(7)A1 General 8 This section is revised to read: 9 �. 10 An approved mix design, listed on the Qualified Products List (QPL), is required for all HMA 11 paving. The Contractor shall develop a mix design prior to the initial production of HMA and no ,— 12 more than 3 months prior to submitting for QPL evaluation. The mix design shall be developed 13 in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of L 14 Sections 9-03.8(2) and 9-03.8(6). 15 16 Mix designs shall be submitted by the Contractor to the WSDOT State Materials Laboratory on L. 17 WSDOT Form 350-042EF. If the mix design is approved it will be listed on the QPL for up to 18 24 consecutive months. Mix designs not listed on the QPL or past the 24 month approved 19 period shall not be used. After a mix design has been on the QPL for 12 months the listing will L 20 be extended provided the Contractor submits a certification letter to the Qualified Products 21 Engineer verifying that the aggregate and asphalt binder have not changed. The Contractor r. 22 may submit the certification one month prior to expiration of the mix design approval. Within 7 L 23 calendar days of receipt of the Contractor's certification the QPL will be updated. The 24 maximum duration for approval of a mix design and listing on the QPL will be 24 months from r 25 the date of initial approval or as approved by the Engineer. L 26 27 Changes to the job mix formula of a mix design may require the development of a new mix r 28 design and resubmittal for QPL approval. 29 L 30 Changes to aggregate that may require a new mix design include the source of material or a F_ 31 change in the percentage of material from a stockpile greater than 5 percent. Changes to the 32 percentage of material from a stockpile will be calculated exclusive of the RAP content for mix �- 33 designs with 20 percent RAP or less by total weight of HMA. 34 35 Changes to asphalt binder that may require a new mix design include the source of the crude L 36 petroleum supplied to the refinery, the refining process, and additives or modifiers in the 37 asphalt binder. F 38 L 39 The Contractor shall include the brand and type of anti-stripping additive in the mix design 40 submittal and provide certification from the asphalt binder manufacture that the anti-stripping r 41 additive is compatible with the crude source and formulation of asphalt binder proposed in the L 42 mix design. All changes to anti-strip require the submittal of a new mix design for approval. 43 r- 44 Mix designs with 20 percent RAP or less by total weight of HMA and no RAS will be completed L 45 without the inclusion of the RAP. For HMA mix designs with greater than 20 percent RAP by 46 total weight of HMA or any amount of RAS the Contractor shall develop a mix design including 47 RAP, RAS, recycling agent and new asphalt binder. Asphalt binder contributed from RAS shall 48 be determined in accordance with AASHTO PP 78. The total quantity of asphalt binder from L 49 the RAP and RAS shall not exceed 40 percent of the total asphalt binder content of the HMA. 50 !^ 51 Once the RAP and RAS stockpiles have been constructed the Contractor shall extract, L- 52 recover and test the asphalt residue from the RAP and RAS stockpiles to determine the 53 percent of recycling agent and/or grade of new asphalt binder needed to meet the grade of 54 asphalt binder required by the contract. The asphalt extraction testing shall be performed in L Kent Regional Trails Connector/Madfai AMD - 30 February 17. 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 accordance with AASHTO T 164 or ASTM D 2172 using reagent grade trichloroethylene. The 2 asphalt recovery shall be performed in accordance with AASHTO R 59 orASTM D 1856. The 3 recovered asphalt residue shall be tested in accordance with AASHTO R 29 to determine the 4 asphalt binder grade in accordance with Section 9-02.1(4). Once the recovered asphalt binder 5 grade is determined the percent of recycling agent and/or grade of new asphalt binder shall be 6 determined in accordance with ASTM D 4887. The final blend of recycling agent, recovered 7 and new asphalt shall be tested in accordance with AASHTO R 29. The final blended asphalt 8 binder shall be the grade as required by the Contract and comply with the requirements of in 9 accordance with Section 9-02.1(4). 10 11 5-04.3(7)A2 Statistical or Nonstatistical Evaluation 12 This section is revised to read: 13 14 The Contractor shall submit WSDOT Form 350-041 EF to the Engineer for approval to use a 15 mix design from the QPL. The Contractor may include changes to the job mix formula that 16 have been approved on other contracts. The request to use a mix design from the QPL may 17 be rejected if production of the HMA from another contract is not in compliance with Section 5- 18 04.3(11)D. 19 20 The Contractor shall submit representative samples of the materials that are to be used in the 21 HMA production to the State Materials Laboratory in Tumwater. For HMA mix designs with 20 22 percent RAP or less by total weight of HMA and no RAS, the Contractor shall submit 23 representative samples of the mineral materials that are to be used in the HMA production; the 24 submittal of RAP samples is not required for these mix designs. For HMA mix designs with 25 greater than 20 percent RAP by total weight of HMA or any amount of RAS the Contractor 26 shall submit representative samples of the mineral materials, RAP, RAS and 100 grams of 27 recovered asphalt residue from the RAP and RAS that are to be used in the HMA production. 28 The Contracting Agency will use these samples to evaluate the mix design for approval on the 29 QPL in accordance with WSDOT Standard Practice QC-8. 30 31 5-04.3(7)A3 Commercial Evaluation 32 This section is revised to read: 33 34 Approval of a Commercial Evaluation mix design for listing on the QPL will be based on a 35 review of the Contractor's submittal of WSDOT Form 350-042EF for conformance to the 36 requirements of Section 9-03.8(2). Testing of the HMA by the Contracting Agency for mix 37 design approval is not required. Mix designs for HMA with greater than 20 percent RAP by 38 total weight of HMA or any amount of RAS may be evaluated in accordance with Section 5- 39 04.3(7)A2. 40 41 For the Bid item Commercial HMA, the Contractor shall select a class of HMA and design level 42 of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 43 44 5-04.3(8) Mixing 45 The first sentence of the second paragraph is revised to read: 46 47 When discharged, the temperature of the HMA shall not exceed the optimum mixing J 48 temperature by more than 250F as shown on the reference mix design report or as approved 49 by the Engineer. 50 51 The last paragraph is supplemented with the following new sentence: 52 53 After the required amount of mineral materials, RAP, RAS, new asphalt binder and asphalt 54 rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and Kent Regional Trails Connector/Madfai AMD - 31 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r-1 1 uniform coating of the particles and thorough distribution of the asphalt binder throughout the 2 mineral materials, RAP and RAS is ensured. 7 3 L 4 5 5-04.3(8)A4 Definition of Sampling and Sublot ' 6 The second sentence of the second paragraph is revised to read: L 7 8 The sublots shall be approximately uniform in size with a maximum sublot size based on 9 original Plan quantity tons as specified in the following table. 10 11 This section is supplemented with the following new table: F" 12 L HMA Original Plan Quantity tons Sublot Size tons <20,000 1,000 1 20,000 to 30,000 1,500 L >30,000 2,000 13 r 14 5-04.3(8)A7 Test Section — HMA Mixtures 15 This section is revised to read: L' 16 17 For each class of HMA accepted by statistical evaluation with 20 percent RAP or less by total 18 weight of HMA and no RAS, the Contractor may request a single test section to determine 19 whether the mixture meets the requirements of Section 9-03.8(2) and 9-03.8(6). For each 20 HMA mix design accepted by statistical evaluation with greater than 20 percent RAP by weight r 21 of HMA or any amount of RAS, the Contractor shall construct a test section to determine 22 whether the mixture meets the requirements of Sections 9-03.8(2)and 9-03.8(6). Test 23 sections shall be constructed at the beginning of paving and will be at least 600 tons and a 24 maximum of 1,000 tons or as approved by the Engineer. For a test section to be acceptable L 25 the pay factor(PF)for gradation, asphalt binder and Va shall be 0.95 or greater for each 26 constituent and the remaining test requirements in Section 9-03.8(2) (fracture, uncompacted 27 void, sand equivalent, dust/asphalt ratio, Hamburg and IDT) shall conform to the requirements 28 of that section. No further wearing or leveling HMA will be paved on any of the four calendar 29 days following construction of the test section. The mixture in the test section will be evaluated r, 30 as a lot with a minimum of three sublots required. If more than one test section is required, L 31 each test section shall be a separate lot. 32 33 5-04.3(10)A General r 34 In the first paragraph, "checking" and "cracking" are deleted. 35 36 In the third paragraph, the following new sentence is inserted after the second sentence: 37 L 38 Coverage with a steel wheel roller may precede pneumatic tired rolling. 39 ' 40 In the third paragraph, the following new sentence is inserted before the last sentence: L: 41 42 Regardless of mix temperature, a roller shall not be operated in a mode that results in r` 43 checking or cracking of the mat. i_ 44 45 5-04.3(10)B1 General f— 46 In this section, "Project Engineer" is revised to read "Engineer". L 47 48 The first paragraph is revised to read: . 49 L Kent Regional Trails Connector/Madfai AMD - 32 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L I HMA mixture accepted by statistical or nonstatistical evaluation that is used in traffic lanes, 2 including lanes for ramps, truck climbing, weaving, and speed change, and having a specified 3 compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of 4 relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) 5 of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a minimum of 6 91 percent of the maximum density. The specified level of density attained will be determined 7 by the statistical evaluation of the density of the pavement. The density of the pavement shall 8 be determined in accordance with WSDOT FOP for WAQTC TM 8 when using the nuclear 9 density gauge and WSDOT SOP 736 when using cores to determine density. 10 11 The following four new paragraphs are inserted after the first paragraph: 12 13 Tests for the determination of the pavement density will be taken in accordance the required 14 procedures for measurement by a nuclear density gauge or roadway cores after completion of 15 the finish rolling. 16 17 If the Contracting Agency uses a nuclear density gauge to determine density the test 18 procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is 19 placed. 20 21 Roadway cores for density may be obtained by either the Contracting Agency or the 22 Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches unless 23 otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency 24 in accordance with WSDOT FOP for AASHTO T 166. 25 26 If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the 27 Contractor in the presence of the Engineer on the same day the mix is placed and at locations 28 designated by the Engineer. If the Contract does not include the Bid item "Roadway Core"the 29 Contracting Agency will obtain the cores. 30 31 In the sixth paragraph (after the preceding Amendments are applied), the second sentence is 32 revised to read: 33 34 Sublots will be uniform in size with a maximum sublot size based on original Plan quantity tons 35 of HMA as specified in the table below. 36 37 The following new table is inserted before the second to last paragraph: 38 HMA Original Plan Quantity tons Sublot Size tons <20,000 100 20,000 to 30,000 150 >30,000 200 -, 39 40 5-04.3(10)B4 Test Results -' 41 The first paragraph is revised to read: 42 43 The results of all compaction acceptance testing and the CPF of the lot after three sublots 44 have been tested will be available to the Contractor through WSDOT's website. Determination 45 of the relative density of the HMA with a nuclear density gauge requires a correlation factor 46 and may require resolution after the correlation factor is known. When a core is taken for 47 gauge correlation at the location of a sublot, the relative density of the core will be used for the 48 sublot test result and is exempt from retesting. Acceptance of HMA compaction will be based 49 on the statistical evaluation and CPF so determined. _ 50 Kent Regional Trails Connector/Madfai AMD - 33 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r L 1 In the second paragraph, the first sentence is revised to read: 2 r 3 For a sublot that has been tested with a nuclear density gauge that did not meet the minimum L. 4 of 91 percent of the reference maximum density in a compaction lot with a CPF below 1.00 5 and thus subject to a price reduction or rejection, the Contractor may request that a core be r 6 used for determination of the relative density of the sublot. 7 8 In the second sentence of the second paragraph, "moisture-density" is revised to read "density". r` 9 10 In the second paragraph, the fourth sentence is deleted. 11 r, 12 5-04.3(20) Anti-Stripping Additive 13 This section is revised to read: 14 15 Anti-stripping additive shall be added to the liquid asphalt by the asphalt supplier prior to 16 shipment to the asphalt mixing plant. Anti-stripping additive shall be added in the amount L 17 designated on the QPL for the mix design. Anti-strip is not required for temporary work that will 18 be removed prior to Completion. r' 19 �. 20 5-04.4 Measurement 21 The following new paragraph is inserted after the first paragraph: r 22 L 23 Roadway cores will be measured per each for the number of cores taken. 24 r 25 The second to last paragraph is deleted. L 26 27 5-04.4 Measurement r^ 28 January 4, 2016 L 29 The following new paragraph is inserted after the third paragraph: 30 r 31 Crack Sealing-LF will be measured by the linear foot along the line of the crack. L 32 33 5-04.5 Payment 34 The bid item "RemovingTemporary Pavement Markin L p ry Marking", linear foot and paragraph following 35 bid item are deleted. L 36 37 The following new bid item is inserted before the second to last paragraph: r 38 L 39 "Roadway Core", per each. 40 41 The Contractor's costs for all other Work associated with the coring (e.g., traffic control) shall L 42 be incidental and included within the unit Bid price per each and no additional payments will 43 be made. r 44 t_ 45 5-04.5 Payment 46 January 4, 2016 r 47 The Bid item "Crack Sealing" is revised to read "Crack Sealing-FA". L 48 49 The following is inserted after the paragraph following the Bid item "Crack Sealing-FA", by force r 50 account (after the preceding Amendment is applied): L 51 52 "Crack Sealing-LF", per linear foot. 53 The unit Contract price per linear foot for"Crack Sealing-LF" shall be full payment for all costs 54 incurred to perform the Work described in Section 5-04.3(5)C. L Kent Regional Trails Connector/Madfai AMD - 34 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 2 5-05.AP5 J 3 Section 5-05, Cement Concrete Pavement 4 April 6, 2015 5 5-05.3(1) Concrete Mix Design for Paving 66 In item number 1, the first sentence of the third paragraph is revised to read: J 8 Ground granulated blast furnace slag, if used, shall not exceed 30 percent by weight of the 9 total cementitious material and shall conform to Section 9-23.10. 10 11 The second and third rows of the table in item number 3 are revised to read: 12 Coarse A ate re + 30 Pounds - 30 Pounds Fine Aggre ate + 30 Pounds - 30 Pounds 13 14 5-05.4 Measurement ` 15 The fourth paragraph is supplemented with the following new sentence: 16 17 Tie bars with drill holes in cement concrete pavement placed under the Contract will not be 18 measured. 19 20 5-05.5 Payment J 21 The paragraph following the Bid item "Tie Bar with Drill Hole", per each is supplemented with the 22 following new sentence: 23 24 All costs for tie bars with drill holes in cement concrete pavement placed under the Contract 25 shall be included in the unit Contract price per cubic yard for"Cement Conc. Pavement'. 26 27 6-01.AP6 28 Section 6-01, General Requirements for Structures 29 January 5, 2015 - 30 6-01.6 Load Restrictions on Bridges Under Construction 31 The first sentence of the second paragraph is revised to read: 32 33 If necessary and safe to do so, and if the Contractor requests it through a Type 2E Working 34 Drawing, the Engineer may allow traffic on a bridge prior to completion. 35 36 In the second paragraph, item number 3 (up until the colon) is revised to read: 37 38 3. Provide stress calculations under the design criteria specified in the AASHTO LRFD 39 Bridge Design Specifications, current edition, including at a minimum the following: 40 41 6-01.9 Working Drawings 42 This section is revised to read: 43 44 All Working Drawings required for bridges and other Structures shall conform to Section 1- 45 05.3. 46 J Kent Regional Trails Connector/Madfai AMD - 35 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r Li 1 6-01.10 Utilities Supported by or Attached to Bridges 2 In the second paragraph, "bridge structures" is revised to read "bridges". 3 L 4 6-01.14 Premolded Joint Filler 5 In the second paragraph, the first sentence is revised to read: r 6 L 7 The Contractor may substitute for the nails any adhesive acceptable to the Engineer. 8 r-1 9 6-02.AP6 F7 10 Section 6-02, Concrete Structures 11 August 3, 2015 I^ 12 6-02.2 Materials L 13 The reference to "Prestressed Concrete Girders" (Section 9-19) is deleted. 14 15 6-02.3(1) Classification of Structural Concrete L 16 In paragraph two, item number 1 is revised to read: 17 r^ 18 Mix design and proportioning specified in Sections 6-02.3(2), 6-02.3(2)A and 6-02.3(2)A1. 19 L 20 Item number 3 is renumbered to 4. 21 r 22 After the preceding Amendments are applied, the following new numbered item is inserted after L. 23 item number 2: 24 25 3. Temperature and time for placement requirements specified in Section 6-02.3(4)D. 26 27 6-02.AP6 L 28 Section 6-02, Concrete Structures 29 January 4, 2016 r- L 30 31 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D r" 32 The following new sentence is inserted after the second sentence of the last paragraph: L 33 34 Mix designs using shrinkage reducing admixture shall state the specific quantity required. �- 35 L 36 The following new sentence is inserted before the last sentence of the last paragraph: 37 38 Testing samples of mixes using shrinkage reducing admixture shall use the admixture amount 39 specified in the mix design submittal. L 40 41 6-02.3(2) Proportioning Materials 42 In the third paragraph, the first sentence is revised to read: L 43 44 The use of fly ash is required for Class 4000P concrete, except that ground granulated blast 45 furnace slag may be substituted for fly ash at a 1:1 ratio. L 46 47 In the table titled "Cementitious Requirement for Concrete", the row beginning with "4000D" is 48 deleted. L Kent Regional Trails Connector/Madfai AMD - 36 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 2 The fourth paragraph is revised to read: _J 3 4 When both ground granulated blast furnace slag and fly ash are included in the concrete mix, 5 the total weight of both these materials is limited to 40 percent by weight of the total 6 cementitious material for concrete class 4000A, and 50 percent by weight of the total 7 cementitious material for all other classes of concrete. 8 9 6-02.3(2)A Contractor Mix Design 10 The first paragraph is revised to read: 11 12 The Contractor shall provide a mix design in writing to the Engineer for all classes of concrete 13 specified in the Plans except for lean concrete and commercial concrete. No concrete shall be 14 placed until the Engineer has reviewed the mix design. The required average 28-day 15 compressive strength shall be selected in accordance with ACI 301, Chapter 4, Section 16 4.2.3.3. ACI 211.1 shall be used to determine proportions. All proposed concrete mixes except 17 Class 4000D shall meet the requirements in Cementitious Requirement for Concrete in 18 Section 6-02.3(2). 19 20 In the fourth paragraph, the fourth sentence is deleted. 21 22 The sixth paragraph is revised to read: 23 24 A retarding admixture is required in concrete Class 4000P. 25 26 The seventh paragraph is deleted. 27 28 The eighth paragraph is revised to read: 29 30 Air content for concrete Class 4000D shall conform to Section 6-02.3(2)A1. For all other 31 concrete, air content shall be a minimum of 4.5 percent and a maximum of 7.5 percent for all 32 concrete placed above the finished ground line. 33 34 The following new sub-sections are added: 35 36 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D 37 All Class 4000D concrete shall conform to the following requirements: 38 39 1. Aggregate shall use combined gradation in accordance with Section 9-03.1(5) with a 40 nominal maximum aggregate size of 1-1/2 inches. 41 42 2. Permeability shall be less than 2,000 coulombs at 56 days in accordance with 43 AASHTO T 277. 44 45 3. Freeze-thaw durability shall be provided by one of the following methods: 46 47 a. The concrete shall maintain an air content between 4.5 and 7.5 percent. 48 49 b. The concrete shall maintain a minimum air content that achieves a durability 50 factor of 90 percent, minimum, after 300 cycles in accordance with AASHTO T 51 161, Procedure A. This air content shall not be less than 3.0 percent. Test 52 samples shall be obtained from concrete batches of a minimum of 3.0 cubic 53 yards. 54 Kent Regional Trails Connector/Madfai AMD - 37 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 1 4. Scaling shall have a visual rating less than or equal to 2 after 50 cycles in 2 accordance with ASTM C 672. 3 4 5. Shrinkage at 28 days shall be less than 0.032 percent in accordance with AASHTO T 5 160. r 6 7 6. Modulus of elasticity shall be measured in accordance with ASTM C 469. 8 r 9 7. Density shall be measured in accordance with ASTM C 138. L 10 11 The Contractor shall submit the mix design in accordance with Section 6-02.3(2)A. The 12 submittal shall include test reports for all tests listed above that follow the reporting 13 requirements of the AASHTO/ASTM procedures. Samples for testing may be obtained from 14 either laboratory or concrete plant batches. If concrete plant batches are used, the minimum r 15 batch size shall be 3.0 cubic yards. The Contractor shall submit the mix design to the 16 Engineer at least 30 calendar days prior to the placement of concrete in the bridge deck. L 17 18 6.02.3(2)A2 Contractor Mix Design for Self-Consolidating Concrete F 19 Self-consolidating concrete (SCC) is concrete that is able to flow under its own weight and L 20 completely fill the formwork without the need for vibration while maintaining homogeneity, 21 even in the presence of dense reinforcement. SCC shall be capable of being pumped, and of F- 22 flowing through the steel reinforcing bar cage without segregation or buildup of differential 23 head inside or outside of the steel reinforcing bar cage. 24 r- 25 Type III cement may be used in SCC. L 26 27 SCC may be used for the following concrete Structure elements: 28 29 1. All cast-in-place concrete elements except bridge decks, bridge approach slabs, and L 30 any cast-in-place concrete element excluded by the Special Provisions. 31 r 32 2. Prestressed concrete girders in accordance with Sections 6-02.3(25). 33 34 3. All precast concrete elements identified in Section 6-02.3(27)A. 35 L 36 The mix design submittal shall include items specified in Section 6-02.3(2)A and results of the 37 following tests conducted on concrete that has slump flow within the slump flow range defined IF 38 below: L 39 40 1. Slump Flow. 41 L 42 a. The mix design shall specify the target slump flow in inches, in accordance with 43 WSDOT FOP for ASTM C 1611. The slump flow range is defined as the target r- 44 slump flow plus or minus 2-inches. 45 L 46 b. The visual stability index (VSI) shall be less than or equal to 1, in accordance 47 with ASTM C 1611, Appendix X1, using Filling Procedure B. r 48 L 49 c. The T50 flow rate results shall be less than 6-seconds in accordance with ASTM 50 C 1611, Appendix X1, using Filling Procedure B. r= 51 L 52 2. Column Segregation. 53 L Kent Regional Trails Connector/Madfai AMD - 38 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 a. The maximum static segregation shall be 10-percent in accordance with ASTM 2 C 1610. 3 4 b. The Maximum Hardened Visual Stability Index (HVSI) shall be 1 in accordance 5 with AASHTO PP 58. 6 7 3. J ring test results for passing ability shall be less than or equal to 1.5-inches in 8 accordance with the WSDOT FOP for ASTM C 1621. 9 10 4. Rapid assessment of static segregation resistance of self-consolidating concrete 11 using penetration test in accordance with ASTM C 1712 shall be less than or equal to 12 15 mm. 13 14 5. Air content shall be tested in accordance with WSDOT Test Method T 818, and shall 15 conform to Section 6-02.3(2)A. 16 17 6. Concrete unit weight results in pounds per cubic foot shall be recorded in accordance 18 with AASHTO T 121, except that the concrete shall not be consolidated in the test 19 mold. 20 21 7. The temperature of all concrete laboratory test samples shall be tested in accordance 22 with AASHTO T 309 and shall conform to the placement limits specified in Section 6- 23 02.3(4)D. 24 25 8. The modulus of elasticity in pounds per square inch at 28 days shall be recorded in 26 accordance with ASTM C 469. 27 28 In lieu of a Contractor-Provided mix design for SCC for Section 6-02.3(27)A Structure 29 elements 3, 7 and 8, a representative full-size example Structure element shall be cast for 30 inspection by the Contracting Agency in accordance with Section 6-02.3(27)B as a component 31 of the precast fabricating facility's annual plant approval process. 32 33 6-02.3(4)C Consistency 34 This section is supplemented with the following new paragraph: 35 36 For self-consolidating concrete (SCC), the slump requirements specified above do not apply, 37 and are instead replaced by the target slump flow and slump flow range specified as part of 38 the SCC mix design. 39 40 6-02.3(4)D Temperature and Time For Placement 41 The first two sentences are revised to read: 42 43 Concrete temperatures shall remain between 550F and 90OF while it is being placed, except 44 that Class 4000D concrete temperatures shall remain between 550F and 750F during 45 placement. Precast concrete that is heat cured in accordance with Section 6-02.3(25)D shall 46 remain between 50OF and 90°F while being placed. 47 J 48 6-02.3(5)A General 49 The first paragraph is revised to read: 50 -J 51 Concrete for the following applications will be accepted based on a Certificate of Compliance 52 to be provided by the supplier as described in Section 6-02.3(5)B: 53 54 1. Lean concrete. Kent Regional Trails Connector/Madfai AMD - 39 February 17, 2016 Federal Aid Number: CM-0615 (008) _� Project Number: 13-3006 r 1 2 2. Commercial concrete. ' 3 �. 4 3. Class 4000P concrete for Roadside Steel Sign Support Foundations. 5 6 4. Class 4000P concrete for Type II, III, and CCTV Signal Standard Foundations that L. 7 are 12'-0" or less in depth. 8 r 9 5. Class 4000P concrete for Type IV and V Strain Pole Foundations that are 12'-0" or L 10 less in depth. 11 r 12 6. Class 4000P concrete for Steel Light Standard Foundations Types A & B. 13 L_ 14 The following new sentence is inserted at the beginning of the second paragraph: r 15 16 Slip-form barrier concrete will be accepted based on conformance to the requirements for L 17 temperature, air content and compressive strength at 28 days for sublots as tested and 18 determined by the Contracting Agency. 19L 20 6-02.3(5)B Certification of Compliance 21 In the list within the first paragraph, "Fly ash (if used) brand and Type" is revised to read "Fly ash (if 22 used) brand and Class". L. 23 24 The first sentence of the second to last paragraph is deleted. r 25 L. 26 6-02.3(5)D Test Methods 27 28 The list in this section is supplemented with the following two new test methods: L 29 30 ASTM C 1611 Standard Test Method for Slump Flow of Self-Consolidating 31 Concrete r 32 L 33 ASTM C 1621 Standard Test Method for Passing Ability of Self-Consolidating 34 Concrete by J-Ring r 35 L 36 6-02.3(5)G Sampling and Testing Frequency for Temperature, Consistency, and Air 37 Content F 38 This section's title is revised to read: L 39 40 6-02.3(5)G Sampling and Testing for Temperature, Consistency, and Air Content 41L. 42 The first paragraph is revised to read: 43 44 Concrete properties shall be determined from concrete as delivered to the project and as 45 accepted by the Contractor for placement. The Contracting Agency will perform acceptance 46 testing on all concrete for temperature, and air content, if applicable. Concrete that is not self- 47 consolidating concrete will be tested for slump. The following additional acceptance tests will L 48 be performed on self-consolidating concrete: 49 .. 50 1. Slump flow within the target slump flow range. 51 L 52 2. J ring passing ability less than or equal to 1.5 inches. 53 r 54 3. VSI less than or equal to 1. L Kent Regional Trails Connector/Madfai AMD - 40 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 1 2 In the fifth sentence of the second paragraph, "five truck loads" is revised to read "ten truck loads". 3 4 The second paragraph is supplemented with the following: 5 6 If the remaining quantity to be placed is less than ten truck loads; then a sample shall be 7 randomly taken from one of the remaining truck loads. 8 9 In the last sentence of the third paragraph, "five truck loads" is revised to read "ten truck loads". 10 11 6-02.3(5)H Sampling and Testing for Compressive Strength and Initial Curing 12 The second paragraph is revised to read: 13 14 The Contractor shall provide and maintain a sufficient number of cure boxes in accordance 15 with WSDOT FOP for AASHTO T 23 for curing concrete cylinders. The cure boxes shall be 16 readily accessible and no more than 500 feet from the point of acceptance testing, unless 17 otherwise approved by the Engineer. The Contractor shall also provide, maintain and operate y 18 all necessary power sources and connections needed to operate the cure boxes. The cure 19 boxes shall be in-place and functioning at the specified temperature for curing cylinders prior 20 to concrete placement. Concrete cylinders shall be cured in the cure boxes in accordance 21 with WSDOT FOP for AASHTO T 23. The cure boxes shall have working locks and the 22 Contractor shall provide the Engineer with one key to each of the locks. Once concrete 23 cylinders are placed in the cure box, the cure box shall not be disturbed until the cylinders 24 have been removed. The Contractor shall retain the cure box Temperature Measuring Device 25 log and provide it to the Engineer upon request. 26 27 The following new paragraph is inserted after the last paragraph: 28 29 All cure box costs shall be incidental to the associated item of work. 30 31 6-02.3(5)1 Vacant 32 This section, including title, is revised to read: 33 34 6-02.3(5)1 Test Section for Cast-In-Place SCC 35 Unless otherwise approved by the Engineer, the Contractor shall construct a test section of 36 the element being constructed of cast-in-place SCC. The Contractor shall confirm, through the 37 SCC placement operation in the test section, the SCC flows the distance required, completely 38 filling the forms and encapsulating the reinforcement as required without leaving voids and 39 pockets and causing segregation of the SCC mix. The test section farms, reinforcing steel and 40 concrete placing operations shall be identical to those to be used in the production elements. 41 42 For horizontal elements, the test section shall simulate the flow of concrete for the maximum 43 distance anticipated during production concrete placement. The depth and width of the test 44 section for horizontal element may be smaller than the actual depth and width of the element J 45 to be cast. For vertical elements, the test section shall be a minimum of 33-percent of the 46 height of the tallest element to be constructed. The Contractor shall submit Type 2 Working 47 Drawings consisting of formwork and reinforcement details of the test section and SCC 48 placement procedures. 49 50 After removing the forms, the test section will be inspected for signs of honeycombs, cracks, -� 51 aggregate segregation, sedimentation, cold joints, and other surface and concrete placement 52 defects. If such defects are present, the Contractor shall revise the formwork and SCC 53 placement procedures as necessary to eliminate such defects. 54 Kent Regional Trails Connector/Madfai AMD - 41 February 17, 2016 Federal Aid Number: CM-0615 (008) _, Project Number: 13-3006 r L 1 Acceptance of the test section and the SCC mix design is contingent on acceptable visual 2 inspection, and a minimum of two 4-inch minimum diameter core samples taken from the 3 placement location and the furthest-most limits of the concrete as identified by the Engineer. L 4 The number of core locations will be specified by the Engineer. The difference in average unit 5 weight of the locations represented by the core samples shall be less than 5-percent. r- 6 7 The Contractor shall use the same SCC placement procedures confirmed by the Engineer 8 accepted test section for casting the production members. r 9 10 6-02.3(6)A2 Cold Weather Protection 11 The first sentence in the first paragraph is revised to read: 12 13 This Specification applies when the weather forecast on the day of concrete placement 14 predicts air temperatures below 350F at any time during the 7 days following placement. r- 15 16 The first sentence of the second paragraph is revised to read: L 17 18 The temperature of the concrete shall be maintained above 50OF during the entire curing r 19 period or 7 days, whichever is greater. 20 21 6-02.3(9) Vibration of Concrete 22 This section is supplemented with the following two new paragraphs: L 23 24 Vibration of SCC shall only be used as described below or as approved by the Engineer: 25 26 1. To prevent the formation of a cold joint in between placement of successive batches 27 of SCC. r 28 29 2. Near the end of an SCC placement to aid in leveling the SCC in the forms. 30 �— 31 When vibration of SCC is allowed, the magnitude and duration of the applied vibration shall be 32 kept as minimal as possible. L. 33 34 6-02.3(10)A Preconstruction Meeting r 35 This section including title is revised to read: L 36 37 6-02.3(10)A Pre-Deck Pour Meeting r 38 A pre-deck pour meeting shall be held 5 to 10 working days before placing deck concrete to L 39 discuss construction procedures, personnel, equipment to be used, concrete sampling and 40 testing and deck finishing and curing operations. Those attending shall include, at a minimum, r 41 the superintendent, foremen in charge of placing and finishing concrete, and representatives L 42 from the concrete supplier and the concrete pump truck supplier. 43 F 44 If the project includes more than one bridge deck, and if the Contractor's key personnel L 45 change between concreting operations, or at request of the Engineer, additional conferences 46 shall be held before each deck placement. F 47 L 48 6-02.3(10)D Concrete Placement, Finishing, and Texturing 49 This section's content is deleted and replaced with the following new sub-sections: 50 51 6-02.3(10)D1 Test Slab Using Bridge Deck Concrete L 52 After the Contractor receives the Engineer's approval for the Class 4000D concrete mix 53 design, and a minimum of seven calendar days prior to the first placement of bridge deck 54 concrete, the Contractor shall construct a test slab using concrete of the approved mix design. L Kent Regional Trails Connector/Madfai AMD - 42 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 2 The test slab may be constructed on grade, shall have a minimum thickness of eight-inches, 3 shall have minimum plan dimensions of 10-feet along all four edges, and shall be square or 4 rectangular. 5 6 During construction of the test slab, the Contractor shall demonstrate concrete sampling and 7 testing, use of the concrete temperature monitoring system, the concrete fogging system, 8 concrete placement system, and the concrete finishing operation. The Contractor shall 9 conduct the demonstration using the same type of equipment to be used for the production 10 bridge decks, except that the Contractor may elect to finish the test slab with a hand-operated 11 strike-board. 12 13 After the construction of the test slab and the demonstration of bridge deck construction 14 operations is complete, the Contractor shall remove and dispose of the test slab in accordance 15 with Sections 2-02.3 and 2-03.3(7)C. 16 17 6-02.3(10)D2 Preparation for Concrete Placement 18 Before placing bridge approach slab concrete, the subgrade shall be constructed in 19 accordance with Sections 2-06 and 5-05.3(6). 20 21 Before any concrete is placed, the finishing machine shall be operated over the entire length 22 of the deck/slab to check screed deflection. Concrete placement may begin only if the 23 Engineer approves after this test. 24 25 Immediately before placing concrete, the Contractor shall check (and adjust if necessary) all 26 falsework and wedges to minimize settlement and deflection from the added mass of the 27 concrete deck/slab. The Contractor shall also install devices, such as telltales, by which the 28 Engineer can readily measure settlement and deflection. 29 30 6-02.3(10)D3 Concrete Placement 31 The placement operation shall cover the full width of the bridge deck or the full width between 32 construction joints. The Contractor shall locate any construction joint over a beam or web that 33 can support the deck/slab on either side of the joint. The joint shall not occur over a pier 34 unless the Plans permit. Each joint shall be formed vertically and in true alignment. The 35 Contractor shall not release falsework or wedges supporting bridge deck placement sections 36 on either side of a joint until each side has aged as these Specifications require. 37 38 Placement of concrete for bridge decks and bridge approach slabs shall comply with Section 39 6-02.3(6). In placing the concrete, the Contractor shall: 40 41 1. Place it (without segregation) against concrete placed earlier, as near as possible to 42 its final position, approximately to grade, and in shallow, closely spaced piles; 43 44 2. Consolidate it around reinforcing steel by using vibrators before strike-off by the 45 finishing machine; 46 47 3. Not use vibrators to move concrete; 48 49 4. Not revibrate any concrete surface areas where workers have stopped prior to 50 screeding; 51 52 5. Remove any concrete splashed onto reinforcing steel in adjacent segments before 53 concreting them; 54 Kent Regional Trails Connector/Madfai AMD - 43 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 1 6. Maintain a slight excess of concrete in front of the screed across the entire width of 2 the placement operation; 3 iL 4 7. Operate the finishing machine to create a surface that is true and ready for final finish 5 without overfinishing or bringing excessive amounts of mortar to the surface; and r 6 L 7 8. Leave a thin, even film of mortar on the concrete surface after the last pass of the 8 finishing machine pan. r 9 10 Workers shall complete all post screeding operations without walking on the concrete. This 11 may require work bridges spanning the full width of the deck/slab. 12 13 After removing the screed supports, the Contractor shall fill the voids with concrete (not L 14 mortar). 15 r 16 If the surface left by the finishing machine is porous, rough, or has minor irregularities, the L 17 Contractor shall float the surface of the concrete. Floating shall leave a smooth and even 18 surface. Float finishing shall be kept to the minimum number of passes necessary to seal the r 19 surface. The floats shall be at least 4-feet long. Each transverse pass of the float shall overlap 20 the previous pass by at least half the length of the float. The first floating shall be at right 21 angles to the strike-off. The second floating shall be at right angles to the centerline of the r- 22 span. A smooth riding surface shall be maintained across construction joints. 23 24 The edge of completed roadway slabs at expansion joints and compression seals shall have a F 25 3/8-inch radius. L 26 27 After floating, but while the concrete remains plastic, the Contractor shall test the entire 28 deck/slab for flatness (allowing for crown, camber, and vertical curvature). The testing shall be L 29 done with a 10-foot straightedge held on the surface. The straightedge shall be advanced in 30 successive positions parallel to the centerline, moving not more than one half the length of the 31 straightedge each time it advances. This procedure shall be repeated.with the straightedge r- 32 held perpendicular to the centerline. An acceptable surface shall be one free from deviations L 33 of more than 1/8-inch under the 10-foot straightedge. 34 35 If the test reveals depressions, the Contractor shall fill them with freshly mixed concrete, strike L 36 off, consolidate, and refinish them. High areas shall be cut down and refinished. Retesting and 37 refinishing shall continue until a surface conforming to the requirements specified above is r 38 produced. L 39 40 6-02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement r 41 The Contractor shall monitor and record the concrete temperature and ambient temperature L 42 hourly for seven calendar days after placement. The Contractor shall monitor and record 43 concrete temperature by placing two maturity meter temperature monitoring devices in the 44 bridge deck at locations specified by the Engineer. The Contractor shall monitor ambient 45 temperature using maturity meters near the locations where concrete temperature is being 46 monitored. When the bridge deck is being enclosed and heated to meet cold weather 47 requirements, ambient temperature readings shall be taken within the enclosure. The 48 Contractor shall submit the concrete temperature and ambient temperature data to the 49 Engineer in spreadsheet format within 14 calendar days from placing the bridge deck 50 concrete. 51 L 52 The Contractor shall submit the type and model of maturity meter temperature monitoring 53 device, and the associated devices responsible for recording and documenting the r 54 temperature and curing time, to the Engineer at least 14 calendar days prior to the pre- L Kent Regional Trails Connector/Madfai AMD - 44 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 I concreting conference for the first bridge deck to be cast. The placement and operation of the 2 temperature monitoring devices and associated devices will be an agenda item at the pre- 3 concreting conference for the first bridge deck to be cast. 4 5 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing 6 Except as otherwise specified for portions of bridge decks receiving an overlay or sidewalk 7 under the same Contract, the Contractor shall texture the surface of the bridge deck as 8 follows: 9 J 10 The Contractor shall texture the bridge deck using diamond tipped saw blades mounted 11 on a power driven, self-propelled machine that is designed to texture concrete surfaces. 12 The grooving equipment shall provide grooves that are 1/8" ± 1/64"wide, 3/16" ± 1/16" 13 deep, and spaced at 3/4" ± 1/8". The bridge deck shall not be textured with a metal tined 14 comb. 15 16 The Contractor shall submit the type of grooving equipment to be used to the Engineer for 17 approval 30 calendar days prior to performing the work. The Contractor shall 18 demonstrate that the method and equipment for texturing the bridge deck will not chip, 19 spall or otherwise damage the deck. The Contractor shall not begin texturing the bridge 20 deck until receiving the Engineer's approval of the Contractor's method and equipment. 21 22 Unless otherwise approved by the Engineer, the Contractor shall texture the concrete 23 bridge deck surface either in a longitudinal direction, parallel with centerline or in a 24 transverse direction, perpendicular with centerline. The Contractor shall texture the 25 bridge deck surface to within 3-inches minimum and 15-inches maximum of the edge of 26 concrete at expansion joints, within 1-foot minimum and 2-feet maximum of the curb line, 27 and within 3-inches minimum and 9-inches maximum of the perimeter of bridge drain 28 assemblies. 29 30 The Contractor shall contain and collect all concrete dust and debris generated by the 31 bridge deck texturing process, and shall dispose.of the collected concrete dust and debris 32 in accordance with Section 2-03.3(7)C. 33 34 If the Plans call for placement of a sidewalk or an HMA or concrete overlay on the bridge deck, 35 the Contractor shall produce the final finish of these areas by dragging a strip of damp, 36 seamless burlap lengthwise over the bridge deck or by brooming it lightly. Approximately 3- 37 feet of the drag shall contact the surface, with the least possible bow in its leading edge. It 38 shall be kept wet and free of hardened lumps of concrete. When the burlap drag fails to 39 produce the required finish, the Contractor shall replace it. When not in use, it shall be lifted 40 clear of the bridge deck. 41 42 After the bridge deck has cured, the surface shall conform to the surface smoothness 43 requirements specified in Section 6-02.3(10)D3. 44 J 45 The surface texture on any area repaired to address out-of-tolerance surface smoothness 46 shall match closely that of the surrounding bridge deck area at the completion of the repair. 47 Methods used to remove high spots shall cut through the mortar and aggregate without 48 breaking or dislodging the aggregate or causing spalls. 49 50 6-02.3(10)D6 Bridge Approach Slab Finishing and Texturing 51 Bridge approach slabs that are being built as part of a bridge construction project shall be 52 textured in accordance with Section 6-02.3(10)D5. All other bridge approach slabs shall be 53 textured, using metal tined combs in the transverse direction, except bridge approach slabs Kent Regional Trails Connector/Madfai AMD - 45 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 1 receiving an overlay in the same Contract shall be finished as specified in Section 6- 2 02.3(10)D5 only. r 3 L 4 The comb shall be made of a single row of metal tines. It shall leave striations in the fresh 5 concrete approximately 3/16-inch deep by 1/8-inch wide and spaced approximately 1/2-inch r 6 apart. The Engineer will decide actual depths at the site. If the comb has not been approved, L 7 the Contractor shall obtain the Engineer's approval by demonstrating it on a test section. The 8 Contractor may operate the combs manually or mechanically, either singly or with several r 9 placed end to end. The timing and method used shall produce the required texture without 10 displacing larger particles of aggregate. 11 r- 12 Texturing shall end 2-feet from curb lines. This 2-foot untextured strip shall be hand finished 13 with a steel trowel. 14 15 Surface smoothness, high spots, and low spots shall be addressed as specified in Section 6- 16 02.3(10)D5. The surface texture on any area cut down or built up shall match closely that of L 17 the surrounding bridge approach slab area. The entire bridge approach slab shall provide a 18 smooth riding surface. F 19 L 20 6-02.3(10)F Bridge Approach Slab Orientation and Anchors 21 In the first paragraph, the following sentence is inserted after the first sentence: r 22 L 23 Unless otherwise shown in the Plans, the pavement end of the bridge approach slab shall be 24 constructed normal to the Roadway centerline. F- 25 L 26 The following new paragraph is inserted before the last paragraph: 27 28 The compression seal shall be a 2-1/2 inch wide gland selected from the current Qualified L 29 Products List. 30 31 6-02.3(11) Curing Concrete L 32 Items number 1 through 4 are deleted and replaced with the following 5 new numbered items: 33 34 1. Bridge sidewalks, roofs of cut and cover tunnels— curing compound covered by white, r 35 reflective type sheeting or continuous wet curing. Curing by either method shall be for at 36 least 10 days. 37 38 2. Bridge decks— See Section 6-02.3(11)B. L 39 40 3. Bridge approach slabs (Class 4000A concrete) - 2 coats of curing compound and 41 continuous wet cure for at least 10-days. L 42 43 4. Concrete barriers and rail bases-See Section 6-02.3(11)A. 44 L 45 5. All other concrete surfaces —continuous wet cure for at least three days. 46 r 47 In the second paragraph, the first sentence is replaced with the following three new sentences: L 48 49 During the continuous wet cure, the Contractor shall keep all exposed concrete surfaces 50 saturated with water. Formed concrete surfaces shall be kept in a continuous wet cure by r 51 leaving the forms in place. If forms are removed during the continuous wet cure period, the L 52 Contractor shall treat the concrete as an exposed concrete surface. 53 I� 54 The third paragraph is revised to read: L Kent Regional Trails Connector/Madfai AMD - 46 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 2 When curing Class 4000A, two coats of curing compound that complies with Section 9-23.2 3 shall be applied immediately (not to exceed 15 min.) after tining any portion of the bridge 4 approach slab. The continuous wet cure shall be established as soon as the concrete has set 5 enough to allow covering without damaging the finish. 6 7 In the fifth paragraph, the first sentence is revised to read: 8 9 If the Plans call for an asphalt overlay on the bridge approach slab, the Contractor shall use 10 the clear curing compound (Type 1, Class B), applying at least 1 gallon per 150 square feet to 11 the concrete surface. 12 13 The eighth paragraph is deleted. 14 15 6-02.3(11)A2 Slip-Form Barrier 16 In the fourth paragraph, item number 1, "Type 1 D" is revised to read "Type 1". 17 18 6-02.3(11)B Curing Bridge Decks 19 This new section is supplemented with the following new sub-sections: 20 21 6-02.3(11)131 Equipment a 22 The Contractor shall maintain a wet sheen, without developing pooling or sheeting water, 23 using a fogging apparatus consisting of pressure washers with a minimum nozzle output of 24 1,500 psi, or other means approved by the Engineer. 25 .l 26 The Contractor shall submit a bridge deck curing plan to the Engineer a minimum 14 calendar 27 days prior to the pre-concreting conference. The Contractor's plan shall describe the 28 sequence and timing that will be used to fog the bridge deck, apply pre-soaked burlap, install 29 soaker hoses and cover the deck with white reflective sheeting. 30 31 6-02.3(11)B2 Curing 32 The fagging apparatus shall be in place and charged for fogging prior to beginning concrete 33 placement for the bridge deck. 34 35 The Contractor shall presoak all burlap to be used to cover the deck during curing. 36 37 Immediately after the finishing machine passes over finished concrete, the Contractor shall 38 implement the following tasks: 39 40 1. The Contractor shall fog the bridge deck while maintaining a wet sheen without 41 developing pooling or sheeting water. 42 43 2. The Contractor shall apply the presoaked burlap to the top surface to fully cover the 44 deck without damaging the finish, other than minor marring of the concrete surface. 45 The Contractor shall not apply curing compound. 46 47 3. The Contractor shall continue to keep the burlap wet by fog spraying until the burlap -' 48 is covered by soaker hoses and white reflective sheeting. The Contractor shall place 49 the soaker hoses and whiter reflective sheeting after the concrete has achieved initial 50 set. The Contractor shall charge the soaker hoses frequently so as to keep the burlap A 51 covering the entire deck wet during the course of curing. 52 53 As an alternative to tasks 2 and 3 above, the Contractor may propose a curing system using 54 proprietary curing blankets specifically manufactured for bridge deck curing. Details of the Kent Regional Trails Connector/Madfai AMD - 47 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 1 proprietary curing blanket system, including product literature and details of how the system is 2 to be installed and maintained, shall be submitted to the Engineer for approval. 3 L_ 4 The wet curing regime as described shall remain in place for at least 14 consecutive calendar 5 days. F 6 L 7 6-02.3(12)A Construction Joints in New Construction 8 The third paragraph is deleted and replaced with the following three new paragraphs: r 9 10 If the Plans require a roughened surface on the joint, the Contractor shall strike it off to leave 11 grooves at right angles to the length of the member. Grooves shall be installed using one of r 12 the following options: 13 14 1. Grooves shall be 'h to 1 inch wide, '/4 to 'h inch deep, and spaced equally at twice the F 15 width of the groove. Grooves shall terminate approximately 1 'h-inches from the face 16 of concrete. 17 18 2. Grooves shall be 1 to 2 inches wide, a minimum of/z-inch deep, and spaced a 19 maximum of three times the width of the groove. Grooves shall terminate L 20 approximately 1 %-inches from the face of concrete. 21 22 If the Engineer approves, the Contractor may use an alternate method to produce a L 23 roughened surface on the joint, provided that such an alternate method leaves a roughened 24 surface of at least a %-inch amplitude. 7 25 L 26 If the first strike-off does not produce the required roughness, the Contractor shall repeat the 27 process before the concrete reaches initial set. The final surface shall be clean and without r 28 laitance or loose material. 29 L 30 6-02.3(12)B Construction Joints Between Existing and New Construction 31 The phrase "by method(s) as approved by the Engineer" is deleted from each paragraph in this 32 section. L 33 34 6-02.3(13) Expansion Joints 35 The first sentence of the second paragraph is revised to read: 36 37 Joints made of a vulcanized, elastomeric compound (with neoprene as the only polymer) shall r 38 be installed with a lubricant adhesive as recommended by the manufacturer. L 39 40 In the third paragraph, "injuring" is revised to read "damaging". r 41 L 42 The following two new subsections are added: 43 r 44 6-02.3(13)A Strip Seal Expansion Joint System 45 The Contractor shall submit Working Drawings consisting of the strip seal expansion joint shop 46 drawings in accordance with Section 6-03.3(7). These plans shall include, at a minimum, the r 47 following: 48 49 1. Plan, elevation, and sections of the joint system and all components, with dimensions r 50 and tolerances. 51 L 52 2. All material designations. 53 54 3. Manufacturer's written installation procedure. L Kent Regional Trails Connector/Madfai AMD - 48 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 2 4. Corrosion protection system used on the metal components. 3 4 5. Locations of welded shear studs, lifting mechanisms, temperature setting devices, 5 and construction adjustment devices. 6 7 6. Method of sealing the system to prevent leakage of water through the joint. 8 9 The strip seal shall be removable and replaceable. 10 11 The metal components shall conform to ASTM A 36, ASTM A 992, or ASTM A 572, and shall 12 be protected against corrosion by one of the following methods: 13 14 1. Zinc metallized in accordance with Section 6-07.3(14). 15 16 2. Hot-dip galvanized in accordance with AASHTO M 111. 17 18 3. Paint in accordance with Section 6-07.3(9). The color of the top coat shall be 19 Federal Standard 595 Color No. 26420. The surfaces embedded in concrete shall be 20 painted only with a shop primer coat of paint conforming to Section 9-08.1(2)C. 21 22 The strip seal gland shall be continuous for the full length of the joint with no splices permitted, 23 unless otherwise shown in the Plans. 24 25 Other than items shown in the Plans, threaded studs used for construction adjustments are 26 the only items that may be welded to the steel shapes provided they are removed by grinding 27 after use, and the area repaired by application of an approved corrosion protection system. 28 29 If the opening between the steel shapes is anticipated to be less than 1-1/2 inches at the time 30 of seal installation, the seal may be installed prior to encasement of the steel shapes in 31 concrete. 32 33 After the joint system is installed, the joint shall be flooded with water and inspected, from 34 below the joint, for leakage. If leakage is observed, the joint system shall be repaired by the 35 Contractor, as recommended by the manufacturer. 36 37 6-02.3(13)B Compression Seal Expansion Joint System 38 Compression seal glands shall be selected from the current Qualified Products List and sized 39 as shown in the Plans. 40 41 The compression seal expansion joint system shall be installed in accordance with the 42 manufacturer's written recommendations. The Contractor shall submit a Type 1 Working 43 Drawing consisting of the manufacturer's written installation procedure and repair procedures 44 if leakage testing fails. 45 46 After the joint system is installed, the joint area shall be flooded with water and inspected, from 47 below the joint, for leakage. If leakage is observed, the joint system shall be repaired by the 48 Contractor, as recommended by the manufacturer. 49 50 6-02.3(14) Finishing Concrete Surfaces 51 The last sentence of the first paragraph is revised to read: 52 53 The Contractor shall clean and refinish any stained or discolored surfaces. 54 Kent Regional Trails Connector/Madfai AMD - 49 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L.. 1 The following new subsection is added: 2 3 6-02.3(14)D General Requirements for Concrete Surface Finishes Produced by Form �. 4 Liners 5 Horizontal and vertical joints shall be spliced in accordance with the manufacturer's printed 6 instructions. The Contractor shall submit a Type 1 Working Drawing consisting of the L 7 manufacturer's joint splice instructions. 8 17- 9 Horizontal splicing of ABS and plastic form liners to achieve the required height is not 10 permitted and there shall be no horizontal joints. The concrete formed with ABS and plastic 11 form liners shall be given a light sandblast to remove the glossy finish. �- 12 13 Side forms, traffic barrier forms, and pedestrian barrier forms using these form liners may be 14 removed after 24 hours provided the concrete mix used includes a water-reducing admixture, 15 and the concrete reaches 1,400 psi minimum compressive strength before form removal. 16 Concrete in load supporting forms utilizing these form liners shall be cured in accordance with 17 Section 6-02.3(17)N. Once the forms are removed, the Contractor shall treat the joint areas by 18 patching or light sandblasting as required by the Engineer to ensure that the joints are not 19 visible. �. 20 21 Form liners shall be cleaned, reconditioned, and repaired before each use. Form liners with 22 repairs, patches, or defects which, in the opinion of the Engineer, would result in adverse 23 effects to the concrete finish shall not be used. 24 r- 25 Care shall be taken to ensure uniformity of color throughout the textured surface. A change in L 26 form release agent will not be allowed. 27 r 28 All surfaces formed by the form liner shall also receive a Class 2 surface finish. Form ties shall 29 be a type that leaves a clean hole when removed. All spalls and form tie holes shall be filled 30 as specified for a Class 2 surface finish. 3 r 1 32 6-02.3(14)C Pigmented Sealer for Concrete Surfaces �. 33 The first sentence (up until the colon) is revised to read: 34 r- 35 The Contractor shall submit a Type 1 Working Drawing consisting of the pigmented sealer L 36 manufacturer's written instructions covering, at a minimum, the following: 37 F 38 The second paragraph is deleted. L 39 40 In the last sentence of the third paragraph, "approval" is revised to read "acceptance". 41 L 42 6-02.3(15) Date Numerals 43 The third sentence in the first paragraph is revised to read: r 44 L 45 When an existing Structure is widened or when traffic barrier is placed on an existing 46 Structure, the date shall be for the year in which the original Structure was completed. 47 48 6-02.3(16) Plans for Falsework and Formwork L 49 This section is revised to read: 50 51 The Contractor shall submit all plans for falsework and formwork as Type 2E Working 52 Drawings. Submittal is not required for footing or retaining wall formwork if the wall is 4 feet or 53 less in height (excluding pedestal height). 54 Kent Regional Trails Connector/Madfai AMD - 50 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L _.J 1 The design of falsework and formwork shall be based on: 2 3 1. Applied loads and conditions which are no less severe than those described in 4 Section 6-02.3(17)A, Design Loads; 5 6 2. Allowable stresses and deflections which are no greater than those described in 7 Section 6-02.3(17)B, Allowable Stresses and Deflections; 8 9 3. Special loads and requirements no less severe than those described in Section 6- 10 02.3(17)C, Falsework and Formwork at Special Locations; 11 12 4. Conditions required by other Sections of 6-02.3(17), Falsework and Formwork. 13 14 The falsework and formwork plans shall be scale drawings showing the details of proposed 15 construction, including: sizes and properties of all members and components; spacing of 16 bents, posts, studs, wales, stringers, wedges and bracing; rates of concrete placement, 17 placement sequence, direction of placement, and location of construction joints; identification 18 of falsework devices and safe working loads as well as identification of any bolts or threaded 19 rods used with the devices including their diameter, length, type, grade, and required torque. 20 The falsework plans shall show the proximity of falsework to utilities or any nearby Structures 21 including underground Structures. Formwork accessories shall be identified according to 22 Section 6-02.3(17)H, Formwork Accessories. All assumptions, dimensions, material 23 properties, and other data used in making the structural analysis shall be noted on the 24 drawing. 25 26 The Contractor shall furnish associated design calculations to the Engineer as part of the 27 submittal. The design calculations shall show the stresses and deflections in load supporting 28 members. Construction details which may be shown in the form of sketches on the calculation 29 sheets shall be shown in the falsework or formwork drawings as well. Falsework or formwork 30 plans will be rejected in cases where it is necessary to refer to the calculation sheets for 31 information needed for complete understanding of the falsework and formwork plans or how to 32 construct the falsework and formwork. 33 34 Each sheet of falsework and formwork plans shall carry the following: 35 36 1. The initials and dates of all participating design professionals. 37 38 2. Clear notation of all revisions including identification of who authorized the revision, 39 who made the revision, and the date of the revision. 40 41 3. The Contract number, Contract title, and sequential sheet number. These shall also 42 be on any related documents. 43 44 4. Identify where the falsework and formwork plan will be utilized by referencing 45 Contract Plan sheet number and related item or detail. 46 47 6-02.3(16)A Nonpreapproved Falsework and Formwork Plans 48 This section, including title, is deleted in its entirety and replaced with the following: 49 50 6-02.3(16)A Vacant 51 52 6-02.3(16)B Preapproved Formwork Plans 53 This section, including title, is revised to read: 54 Kent Regional Trails Connector/Madfai AMD - 51 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 1 6-02.3(16)B Pre-Contract Review of Falsework and Formwork Plans 2 The Contractor may request pre-contract review of formwork plans for abutments, wingwalls, 3 diaphragms, retaining walls, columns, girders and beams, box culverts, railings, and L, 4 bulkheads. Plans for falsework supporting the bridge deck for interior spans between precast 5 prestressed concrete girders may also be submitted for pre-contract review. ' 6 L. 7 To obtain pre-contract review, the Contractor shall electronically submit drawings and design 8 calculations in PDF format directly to: �- 9 L 10 BridgeConstructionSupport@wsdot.wa.gov 11 F- 12 The Bridge and Structures Office, Construction Support Engineer will return the falsework or 13 formwork plan to the Contractor with review notes, an effective date of review, and any 14 revisions needed prior to use. For each contract on which the pre-reviewed falsework or F, 15 formwork plans will be used, the Contractor shall submit a copy to the Engineer. Construction 16 shall not begin until the Engineer has given concurrence. L. 17 18 If the falsework or formwork being constructed has any deviations to the preapproved ' 19 falsework or formwork plan, the Contractor shall submit plan revisions for review and approval L 20 in accordance with Section 6-02.3(16). 21 (— 22 6-02.3(17)A Design Loads L_. 23 The fifth paragraph is revised to read: 24 7 25 Live loads shall consist of a minimum uniform load of not less than 25 psf, applied over the 26 entire falsework plan area, plus the greater of: 27 . 28 1. Actual weights of the deck finishing equipment applied at the rails, or; L 29 30 2. A minimum load of 75 pounds per linear foot applied at the edge of the bridge deck. . 31 32 6-02.3(17)J Face Lumber, Studs, Wales, and Metal Forms L 33 The second and third to last paragraphs are deleted. 34 r 35 6-02.3(17)K Concrete Forms on Steel Spans L 36 The second sentence of the last paragraph is revised to read: 37 . 38 The Contractor shall fill the holes with fully torqued ASTM A 325 bolts in accordance with 39 Section 6-03.3(33). 40 41 6-02.3(17)0 Early Concrete Test Cylinder Breaks L 42 The third paragraph is revised to read: 43 t— 44 The cylinders shall be cured in the field in accordance with WSDOT FOP for AASHTO T 23 L 45 Section 10.2 Field Curing. 46 r 47 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings 48 The first five paragraphs are deleted and replaced with the following two new paragraphs: 49 r- 50 Grout shall conform to Section 9-20.3(2)for anchor bolts and for bearing assemblies with 51 bearing plates. Grout shall conform to Section 9-20.3(3) for elastomeric bearing pads and 52 fabric pad bearings without bearing plates. r 53 L Kent Regional Trails Connector/Madfai AMD - 52 February 17, 2016 r` Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 Grout shall be a workable mix with a viscosity that is suitable for the intended application. The 2 Contractor shall receive approval from the Engineer before using the grout. 3 4 6-02.3(24)C Placing and Fastening 5 The twelfth paragraph is revised to read: 6 7 In bridge decks, a "mat" is two adjacent and perpendicular layers of reinforcing steel. Top and 8 bottom mats shall be supported adequately to hold both in their proper positions. If No.4 bars 9 make up the lower layer of steel in a mat, it shall be blocked at not more than 3-foot intervals 10 (or 4-foot intervals for bars No.5 and larger). Wire ties to girder stirrups shall not be 11 considered as blocking. To provide a rigid mat, the Contractor shall add other supports and tie 12 wires to the top mat as needed. 13 14 In the fourteenth paragraph, the description following "2'/2 inches between" is revised to read: 15 16 Adjacent bars in a layer. Bridge deck and bridge approach slab bars and the top of the slab. 17 18 In the fourteenth paragraph, the description following "2 inches between" is supplemented with the 19 following new sentence: 20 21 Bars and the surface of concrete when not specified otherwise in this Section or in the Plans. J 22 23 In the fourteenth paragraph, the first sentence in the description following "1'/2 inches between" is 24 deleted. _a 25 26 The fifteenth paragraph is revised to read: 27 28 Except for top cover in bridge decks and bridge approach slabs, cover to ties and stirrups may 29 be '/2 inch less than the values specified for main bars but shall not be less than 1 inch. 30 Minimum concrete cover and clearances to headed steel reinforcing bars shall also be 31 provided to the outermost part of the head of the bar. 32 33 In the sixteenth paragraph, the first item in the second subparagraph is revised to read: 34 35 The clearance to the top surface of bridge decks 36 and bridge approach slabs in/-0". 37 38 6-02.3(24)E Welding Reinforced Steel 39 This section is revised to read: 40 41 Welding of steel reinforcing bars shall conform to the requirements of ANSI/AWS D1.4 42 Structural Welding Code - Reinforcing Steel, latest edition, except where superseded by the 43 Special Provisions, Plans, and these Specifications. 44 45 Before any welding begins, the Contractor shall submit a Type 2 Working Drawing consisting 46 of the welding procedure for each type of welded splice to be used, including the weld 47 procedure specifications and joint details. The weld procedure specifications shall be written J 48 on a form taken from AWS D1.4 Annex A, or equivalent. Test results of tensile strength, 49 macroetch, and visual examination shall be included. The form shall be signed and dated. 50 51 Welders shall be qualified in accordance with AWS D1.4. The Contractor shall be responsible 52 for the testing and qualification of welders, and shall submit Type 2 Working Drawings 53 consisting of welder qualification and retention records. The weld joint and welding position a 54 welder is qualified in shall be in accordance with AWS D1.4. The welder qualifications shall Kent Regional Trails Connector/Madfai AMD - 53 February 17, 2016 Federal Aid Number: CM-0615 (008) ,,, Project Number: 13-3006 r•- LL 1 remain in effect indefinitely unless, (1) the welder is not engaged in a given process of welding 2 for which the welder is qualified for a period exceeding six months, or (2) there is some r 3 specific reason to question a welder's ability. L 4 5 Filler metals used for welding reinforcing bars shall be in accordance with AWS D1.4 Table 6 5.1. All filler metals shall be low-hydrogen and handled in compliance with low-hydrogen L, 7 practices specified in the AWS code. 8 r 9 Short circuiting transfer with gas metal arc welding will not be allowed. Slugging of welds will 10 not be allowed. 11 r- 12 For the purpose of compatibility with AWS D1.4, welded lap splices for spiral or hoop L. 13 reinforcing shall be considered Flare-V groove welds, indirect butt joints. 14 15 The Contractor is responsible for using a welding sequence that will limit the alignment r 16 distortion of the bars due to the effects of welding. The maximum out-of-line permitted will be 17 1/4 inch from a 3.5-foot straight-edge centered on the weld and in line with the bar. 18 ' 19 The ground wire from the welding machine shall be clamped to the bar being welded. L 20 21 Where epoxy-coated steel reinforcing bars are specified to be spliced by welding, the epoxy 22 coating shall be left off or removed from the surfaces to be heated, but in no cases less than 23 six inches of each bar being welded. After the welding is complete, the Contractor shall apply 24 epoxy patching material to the uncoated portions of the bar in accordance with Section 6- r^ 25 02.3(24)H. L 26 27 6-02.3(25) Prestressed Concrete Girders r" 28 This section is revised to read: 29 L 30 The Contractor shall perform quality control inspection. The manufacturing plant of r. 31 prestressed concrete girders shall be certified by the Precast/Prestressed Concrete Institute's 32 Plant Certification Program for the type of prestressed member to be produced and shall be 33 approved by WSDOT as a Certified Prestress Concrete Fabricator prior to the start of 34 production. WSDOT certification will be granted at, and renewed during, the annual 35 prestressed plant review and approval process in accordance with WSDOT Materials Manual L 36 M 46-01.04 Standard Practice QC 6. 37 38 Prior to the start of production of girders, the Contractor shall advise the Engineer of the L 39 production schedule. The Contractor shall give the Inspector safe and free access to the 40 Work. If the Inspector observes any nonspecification Work or unacceptable quality control F 41 practices, the Inspector will advise the plant manager. If the corrective action is not acceptable L 42 to the Engineer, the girder(s) will be subject to rejection by the Engineer. 43 44 The Contracting Agency intends to perform Quality Assurance Inspection. By its inspection, L 45 the Contracting Agency intends only to facilitate the Work and verify the quality of that Work. 46 This inspection shall not relieve the Contractor of any responsibility for identifying and i- 47 replacing defective material and workmanship. 48 L 49 The various types of prestressed concrete girders are: 50 1 51 Prestressed Concrete I Girder-Refers to a prestressed concrete girder with a flanged I L. 52 shaped cross section, requiring a cast-in-place concrete deck to support traffic loads. WSDOT 53 standard girders in this category include Series W42G, W50G, W58G, and W74G. 54 L. Kent Regional Trails Connector/Madfai AMD - 54 February 17, 2016 F7 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. J 1 Prestressed Concrete Wide Flange I Girder— Refers to a prestressed concrete girder with 2 an I shaped cross section with wide top and bottom flanges, requiring a cast-in-place concrete 3 deck to support traffic loads. WSDOT standard girders in this category include Series WF36G, 4 WF42G, WF50G, WF58G, WF66G, WF74G, WF83G, WF95G, and WF100G. 5 6 Prestressed Concrete Wide Flange Deck Girder— Refers to a prestressed concrete wide 7 flange I girder with extended top flange widths designed to support traffic loads, and designed 8 to be mechanically connected at the flange edges to adjacent girders at the job site. WSDOT 9 standard girders in this category include Series WF39DG, WF45DG, WF53DG, WF61 DG, 10 WF69DG, WF77DG, WF86DG, WF98DG, and WF103DG. 11 12 Prestressed Concrete Wide Flange Thin Deck Girder— Refers to a prestressed concrete 13 wide flange I girder with extended top flange widths requiring a cast-in-place concrete deck to 14 support traffic loads. Flange edges extend to flange edges of adjacent girders at the job site. 15 WSDOT standard girders in this category include Series WF36TDG, WF42TDG, WF50TDG, 16 WF58TDG, WF66TDG, WF74TDG, WF83TDG, WF95TDG, and WF100TDG. 17 18 Prestressed Concrete Deck Bulb Tee Girder— Refers to a prestressed concrete girder with 19 a top flange designed to support traffic loads, and designed to be mechanically connected at 20 the flange edges to adjacent girders at the job site. WSDOT standard girders in this category 21 include Series W35DG, W41 DG, W53DG, and W65DG. 22 23 Prestressed Concrete Slab Girder— Refers to a prestressed concrete slab girder, with or 24 without voids. Prestressed concrete slab girders are mechanically connected at the member 25 edges to adjacent girders at the job site. Prestressed concrete ribbed section girders and 26 prestressed concrete double tee girders shall conform to the requirements specified for 27 prestressed concrete slab girders. 28 ` 29 Prestressed Concrete Tub Girder— Refers to prestressed concrete tub girders with a U 30 shaped cross section, requiring a cast-in-place concrete deck to support traffic loads. WSDOT 31 standard girders in this category include Series U**G* or Series OF**G*, where U specifies 32 webs without top flanges, OF specifies webs with top flanges, ** specifies the girder height in 33 inches, and * specifies the bottom flange width in feet. 34 35 Spliced Prestressed Concrete Girder— Refers to prestressed concrete girders initially 36 fabricated in segments which are longitudinally spliced together with cast-in-place concrete 37 closures and post tensioning. Post tensioning materials and construction shall conform to 38 Section 6-02.3(26), except that ducts for prestressed concrete wide flange I girders may be 39 24-gage, semi-rigid, galvanized, corrugated, ferrous metal. WSDOT prestressed concrete 40 wide flange I girders in this category include Series WF74PTG, WF83PTG, WF95PTG, and 41 WF100PTG. WSDOT prestressed concrete tub girders in this category include Series 42 U**PTG* and OF**PTG* where U, UF, **, and * are as defined for prestressed concrete tub 43 girders. 44 45 6-02.3(25)A Shop Drawings 46 This section is revised to read: 47 J 48 Shop drawings for prestressed concrete girders shall be submitted as Type 2 Working 49 Drawings. The only deviations to the Plans that will be permitted are those approved by the 50 annual plant approval process and those listed below: J 51 52 1. Addition of inserts for construction purposes including falsework 53 _J Kent Regional Trails Connector/Madfai AMD - 55 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 U 1 2. Small penetrations no larger than 1" diameter for construction purposes including 2 overhang bracket supports, deck formwork hangers and temporary girder bracing. 3 Penetrations in top flanges shall be offset from the edge of the flange the minimum 4 distance shown in the Plans. 5 r 6 3. Small penetrations no larger than 2" in diameter for girder shipping tie-downs. l` 7 8 4. Small adjustments in girder length to account for elastic shortening, creep and r 9 shrinkage L_J 10 11 5. Strand adjustments, as long as the center of gravity of the strands remains at the r, 12 location shown in the plans and concrete cover is not reduced 13 L 14 6. Diaphragm web hole vertical adjustments to avoid harped strands r, 15 16 7. Substitution of welded wire reinforcement for conventional reinforcing steel L' 17 18 Shop drawings shall show the size and location of all inserts and penetrations. Penetrations 19 for deck formwork and falsework shall match the deck formwork Working Drawings. Field- L- 20 drilled holes in prestressed concrete girders are not allowed. 21 22 Deformed welded wire reinforcement conforming to Sections 9-07.7 and 9-07.8 may be L: 23 substituted for the mild steel reinforcement shown in the plans. The substitution shall be 24 submitted as a Type 2E Working Drawing. The AASHTO LRFD Bridge Design Specification 25 requirements (latest edition including interims) shall be satisfied, including at a minimum the L 26 following Articles: 27 r 28 5.8.2.6 Types of Transverse Reinforcement 29 L 30 5.8.2.8 Design and Detailing Requirements 31 32 5.10.3 Spacing of Reinforcement L 33 34 5.10.6.3 Ties 35 L 36 5.10.7 Transverse Reinforcement for Flexural Members 37 F 38 5.10.8 Shrinkage and Temperature Reinforcement L 39 40 5.10.10 Pretensioned Anchorage Zones �— 41 L 42 5.11.2.5 Welded Wire Fabric 43 r 44 5.11.2.6.3 Anchorage of Wire Fabric Reinforcement L 45 46 5.11.6 Splices of Welded Wire Fabric 4 r 7 48 Yield strengths in excess of 75.0 ksi shall not be used for welded wire reinforcement. 49 50 The spacing of vertical welded wire reinforcement within slabs and girder webs shall not 51 exceed 18 inches or the height of the member minus 3 inches, whichever is less. Longitudinal 52 wires and welds are permitted in girder flanges but shall be excluded from girder webs. For 53 vertical welded wire reinforcement in prestressed concrete slab girders, no welded joints other r 54 than those required for anchorage shall be permitted. Epoxy-coated wire and welded wire j_ Kent Regional Trails Connector/Madfai AMD - 56 February 17, 2016 1- Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 reinforcement shall conform to Section 9-07.3 with the exception that ASTM A884 Class A 2 Type I shall be used instead of ASTM A775. A 3 4 End regions of prestressed concrete girders shall meet the requirements of WSDOT Bridge 5 Design Manual LRFD (M23-50) Sections 5.6.2.F and 5.6.2.G. 6 7 Shop drawings for spliced prestressed concrete girders shall also conform to Section 6- 8 02.3(26)A. The Working Drawings for spliced prestressed concrete girders shall include all 9 details related to the post-tensioning operations in the field, including details of hardware 10 required, tendon geometry, blockout details, and details of additional or modified steel 11 reinforcing bars required in cast-in-place closures. 12 13 6-02.3(25)B Casting 14 This section, including title, is revised to read: 15 16 6-02.3(25)B Prestressing 17 Each stressing system shall have a pressure gauge or load cell that will measure jacking 18 force. The gauge shall display pressure accurately and readably with a dial at least 6 inches in 19 diameter or with a digital display. Each jack and its gauge shall be calibrated as a unit and 20 shall be accompanied by a certified calibration chart. The Contractor shall submit a Type 1 21 Working Drawing consisting of 1 copy of this chart. The cylinder extension during calibration 22 shall be in approximately the position it will occupy at final jacking force. 23 24 Jacks and gauges shall be recalibrated and recertified: 25 26 1. Annually, 27 28 2. After any repair or adjustment, and 29 30 3. Anytime there are indications that the jack calibration is in error. 31 32 The Engineer may use load cells to check jacks, gauges, and calibration charts before and 33 during tensioning. 34 35 All load cells shall be calibrated and shall have an indicator that shows prestressing force in 36 the strand. The range of this cell shall be broad enough that the lowest 10 percent of the 37 manufacturer's rated capacity will not be used to measure jacking force. 38 39 From manufacture to encasement in concrete, prestressing strand shall be protected against 40 dirt, oil, grease, damage, and all corrosives. Strand shall be stored in a dry, covered area and 41 shall be kept in the manufacturer's original packaging until placement in the forms. If 42 prestressing strand has been damaged or pitted, it will be rejected. Prestressing strand with 43 rust shall be spot-cleaned with a nonmetallic pad to inspect for any sign of pitting or section 44 loss. Once the prestressing steel has been installed, no welds or grounds for welders shall be 45 made on the forms or the steel in the girder, except as specified. 46 47 Post-tensioning of spliced prestressed concrete girders shall conform to Section 6-02.3(26) 48 and the following requirements: 49 50 1. Before tensioning, the Contractor shall remove all side forms from the cast-in-place _J 51 concrete closures. From this point until 48 hours after grouting the tendons, the 52 Contractor shall keep all construction and other live loads off the Superstructure and 53 shall keep the falsework supporting the superstructure in place. 54 Kent Regional Trails Connector/Madfai AMD - 57 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r` I. 1 2. The Contractor shall not tension the post-tensioning reinforcement until the concrete 2 in the cast-in-place closures reaches the minimum compressive strength specified in 3 the Plans. This strength shall be measured with concrete cylinders made of the same L 4 concrete and cured under the same conditions as the cast-in-place closures. 5 r 6 3. All post-tensioning shall be completed before placing the sidewalks and barriers on L 7 the Superstructure. 8 9 6-02.3(25)C Prestressing L 10 This section, including title, is revised to read: 11 r 12 6-02.3(25)C Casting 13 Side forms shall be steel except that cast-in-place concrete closure forms for spliced 14 prestressed concrete girders, interior forms of prestressed concrete tub girders, and end r 15 bulkhead forms of prestressed concrete girders may be wood. Interior voids for prestressed 16 concrete slab girders with voids shall be formed by either wax soaked cardboard or expanded r_ 17 polystyrene forms. The interior void forms shall be secured in the position as shown in the 18 Working Drawings, and shall remain in place. r 19 L 20 All concrete mixes to be used shall be preapproved in the WSDOT plant certification process. 21 The temperature of the concrete when placed shall be between 50°F and 90°F. 22 L 23 Slump shall not exceed 4 inches for normal concrete nor 7 inches with the use of a high range 24 water-reducing admixture, nor 9 inches when both a high range water-reducing admixture is 25 used and the water/cement ratio is less than or equal to 0.35. For self-consolidating concrete L 26 (SCC), the slump requirements specified above do not apply, and are instead replaced by the 27 target slump flow and slump flow range specified as part of the SCC mix design. 28 L 29 Air-entrainment is not required in the concrete placed into prestressed concrete girders, 30 including cast-in-place concrete closures for spliced prestressed concrete girders. r 31 32 This section is supplemented with the following new sub-section: L 33 34 6-02.3(25)C1 Acceptance Testing of Concrete for Prestressed Concrete Girders 35 Compressive strength cylinders and concrete acceptance testing shall be performed once per L 36 prestressed concrete girder or once per fabrication line of prestressed concrete girders. 37 Concrete shall not be placed until fresh concrete testing indicates concrete is within 38 acceptable limits. L 39 40 Acceptance testing shall be performed by the Contractor and test results shall be submitted to r 41 the Engineer. Unless otherwise noted below, the test methods described in Section 6- L 42 02.3(5)D shall be followed. Concrete compressive strength shall be in accordance with 43 Section 6-02.3(25)E. F 44 L 45 Concrete that is not self-consolidating concrete will be accepted as follows: 46 47 1. Temperature within the allowable temperature band. r 48 L 49 2. Slump below the maximum allowed. 50 51 Concrete that is self-consolidating concrete will be accepted as follows: L 52 53 1. Temperature within the allowable temperature band. 54 L Kent Regional Trails Connector/Madfai AMD - 58 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L _a 1 2. Slump flow within the target slump flow range. 2 .� 3 3. VSI less than or equal to 1 in accordance with ASTM C 1611, Appendix X1, using 4 Filling Procedure B. 5 _., 6 4. J ring passing ability less than or equal to 1.5-inches. 7 8 5. Rapid assessment of static segregation resistance of self-consolidating concrete 9 using penetration test in accordance with ASTM C 1712 shall be less than or equal to 10 15 mm. 11 12 6-02.3(25)D Curing 13 The first paragraph is revised to read: 14 15 During curing, the Contractor shall keep the girder in a saturated curing atmosphere until the 16 girder concrete has reached the required release strength. If the Engineer concurs, the 17 Contractor may shorten curing time by heating the outside of impervious forms. Heat may be 18 radiant, convection, conducted steam, or hot air. With steam, the arrangement shall envelop 19 the entire surface with saturated steam. Hot air curing will not be allowed, unless the 20 Contractor submits Type 2 Working Drawings consisting of the proposed method to envelop 21 and maintain the girder in a saturated atmosphere. Saturated atmosphere means a relative 22 humidity of at least 90 percent. The Contractor shall never allow dry heat to touch the girder 23 surface at any point. 24 25 6-02.3(25)E Contractors Control Strength 26 This section is revised to read: 27 28 Concrete strength shall be measured on test cylinders cast from the same concrete as that in 29 the girder. These cylinders shall be cured under time-temperature relationships and conditions 30 that simulate those of the girder. If the forms are heated by steam or hot air, test cylinders will 31 remain in the coolest zone throughout curing. If forms are heated another way, the Contractor 32 shall provide a record of the curing time-temperature relationship for the cylinders for each 33 girder to the Engineer. When two or more girders are cast in a continuous line and in a 34 continuous pour, a single set of test cylinders may represent all girders provided the 35 Contractor demonstrates uniformity of casting and curing to the satisfaction of the Engineer. 36 37 The Contractor shall mold, cure, and test enough of these cylinders to satisfy Specification 38 requirements for measuring concrete strength. The Contractor may use 4- by 8-inch or 6- by 39 12-inch cylinders. 40 41 Test cylinders may be cured in a moist room or water tank in accordance with WSDOT FOP 42 for AASHTO T 23 after the girder concrete has obtained the required release strength. If, 43 however, the Contractor intends to ship the girder prior to the standard 28-day strength test, 44 the design strength for shipping shall be determined from cylinders placed with the girder and J 45 cured under the same conditions as the girder. These cylinders may be placed in a 46 noninsulated, moisture-proof envelope. 47 _J 48 To measure concrete strength in the girder, the Contractor shall randomly select two test 49 cylinders. The average compressive strength of the two cylinders shall be equal or greater 50 than the specified strength and neither cylinder shall have a compressive strength that is more 51 than 5% below the specified strength. 52 53 If too few cylinders were molded to carry out all required tests on the girder, the Contractor 54 shall remove and test cores from the girder under the surveillance of the Engineer. If the Kent Regional Trails Connector/Madfai AMD - 59 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 F- L 1 Contractor casts cylinders to represent more than one girder, all girders in that line shall be 2 cored and tested. Cores shall avoid all prestressing strands, steel reinforcing bars and interior 3 voids. L 4 5 For prestressed concrete slab girders, a test shall consist of four cores measuring 3 inches in 7 6 diameter by 6 inches in length (for slabs) or by the thickness of the web (for ribbed and double 7 tee sections). Two cores shall be taken from each side of the girder with one on each side of 8 the girder span midpoint, at locations accepted by the Engineer. The core locations for r 9 prestressed concrete ribbed and double tee sections shall be immediately beneath the top L 10 flange. 11 r- 12 For prestressed concrete tub girders, a test shall consist of four cores measuring 3 inches in L 13 diameter by the thickness of the web. Two cores shall be taken from each web, approximately 14 3 feet to the left and to the right of the center of the girder span. r 15 16 For all other prestressed concrete girders, a test shall consist of three cores measuring 3 L- 17 inches in diameter by the thickness of the web and shall be removed from just below the top 18 flange; one at the midpoint of the girder's length and the other two approximately 3 feet to the r 19 left and approximately 3 feet to the right. i_ 20 21 The cores shall be taken in accordance with AASHTO T 24 and shall be tested in accordance 22 with WSDOT FOP for AASHTO T 22. The Engineer may accept the girder if the average L 23 compressive strength of all test cores from the girder are at least 85 percent of the specified 24 compressive strength with no one core less than 75 percent of specified compressive strength. r- 25 L- 26 If there are more than four cored holes in a girder, the prestressing reinforcement shall not be 27 released until the holes are patched and the patch material has attained a minimum 7 28 compressive strength equal to the required release compressive strength. 29 L 30 All cored holes shall be patched and cured prior to shipment of the girder. The girder shall not 31 be shipped until tests show the patch material has attained a minimum compressive strength 32 of 4,000 psi. L 33 34 If the annual plant approval includes procedures for patching cored holes, the cored holes r 35 shall be patched in accordance with this procedure. Otherwise, the Contractor shall submit a L 36 core hole patching procedure as a Type 2 Working Drawing. 37 38 6-02.3(25)F Prestress Release L 39 The second and third paragraphs are revised to read: 40 41 All strands shall be released in a way that will minimize eccentricity of the prestressing force 42 about the centerline of the girder. This release shall not occur until tests show each girder has 43 reached the minimum compressive strength required by the Plans. r 44 45 The Contractor may request permission to release the prestressing reinforcement at a L 46 minimum concrete compressive strength less than specified in the Plans. This request shall be 47 submitted as a Type 2E Working Drawing and shall be accompanied with calculations showing 48 the adequacy of the proposed release concrete compressive strength and any effects on L 49 girder camber. The calculated release strength shall meet the requirements outlined in the 50 WSDOT Bridge Design Manual LRFD (M23-50)for tension and compression at release. 51 L 52 6-02.3(25)G Protection of Exposed Reinforcement 53 The last paragraph is deleted. 54 L Kent Regional Trails Connector/Madfai AMD - 60 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. "1 1 6-02.3(25)H Finishing 2 The first sentence of the third paragraph is revised to read: 3 4 The interface on girders that contact a cast-in-place concrete deck shall have a finish of 5 dense, screeded concrete without a smooth sheen or laitance on the surface. 6 7 The third and fourth paragraphs are revised to read: 8 9 On prestressed concrete wide flange deck girders, deck bulb tee girders, ribbed section 10 girders and double tee girders, the Contractor shall test the top surface for flatness and make 11 corrections in accordance with Section 6-02.3(10)D3 except that the straightedge need.not 12 exceed the width of the girder top flange when checking the transverse direction. The top 13 surface shall be finished in accordance with Section 6-02.3(10)D6. 14 15 The Contractor may repair defects in the girder provided the repair is covered in the annual 16 plant approval package. Any repairs that are not covered by the annual plant approval process 17 shall be submitted to the Engineer as Type 2 Working Drawings or shall be submitted through 18 the email resolution process. 19 20 6-02.3(25)1 Fabrication Tolerances 21 This section is revised to read: 22 23 The girders shall be fabricated as shown in the processed shop drawings, and shall meet the 24 dimensional tolerances listed below. Construction tolerances of cast-in-place closures for 25 spliced prestressed concrete girders shall conform to the tolerances specified for spliced 26 prestressed concrete girders. Actual acceptance or rejection will depend on how the Engineer 27 believes a defect outside these tolerances will affect the Structure's strength or appearance: 28 29 1. Length: ± '/4 inch per 25 feet of beam length, up to a maximum of± 1'/z inches. 30 31 2. Width: 32 33 Flanges and webs: + % inch, - '/4 inch. 34 35 Slab girders: ± '/e inch. 36 37 3. Girder Depth (overall): ± '/4 inch. 38 39 4. Flange Depth: 40 41 For I and wide flange I girders: ± '/4 inch 42 43 For all other girders: + % inch, - '/8 inch 44 45 5. Strand Position: 46 47 Straight strands: ± '/4 inch -J 48 49 Bundled strand group center of gravity: ± '/z inch 50 -J 51 Harped strand group center of gravity at the girder ends: ± 1 inch 52 53 6. Longitudinal Location of Harp Points for Harped Strands from Design Locations: ±20 54 inches Kent Regional Trails Connector/Madfai AMD - 61 February 17, 2016 Federal Aid Number: CM-0615 (008) _, Project Number: 13-3006 r-' 1 2 7. Position of an Interior Void, vertically and horizontally (slab girders): ± '/2 inch. r- 3 L 4 8. Bearing Recess (center of recess to girder end): ± '/4 inch. 5 r 6 9. Girder Ends (deviation from square or designated skew): L 7 8 Horizontal: ± '/z inch r 9 10 Vertical: ± '/e inch per foot of girder depth 11 12 10. Bearing Area Deviation from Plane (in length or width of bearing): 'V16 inch. 13 L 14 11. Stirrup Reinforcing Spacing: ± 1 inch. 15 16 12. Stirrup Projection from Top of Girder: L 17 18 Wide flange thin deck and slab girders: ± '/4 inch 19 L 20 All other girders: ± % inch 21 22 13. Mild Steel Concrete Cover: - '/8 inch, +% inch. L 23 24 14. Offset at Form Joints (deviation from a straight line extending 5 feet on each side of 25 joint): ± '/4 inch. L 26 27 15. Differential Camber Between Girders in a Span (measured in place at the job site): r 28 For wide flange deck, wide flange Cambers shall be equalized when thin deck, deck bulb tee and slab the differences in cambers between girders with a reinforced concrete adjacent girders exceeds ± 'h inch topping: L For all other wide flange deck, Cambers shall be equalized when r deck bulb tee and slab girders: the differences in cambers between L adjacent girders exceeds ± '/4 inch For all other prestressed concrete ± '/s inch per 10 feet of girder length girders: L 29 30 16. Position of Inserts for Structural Connections: ± 1 inch. r 31 32 17. Position of Lifting Loops: ± 3 inches longitudinal, ± '/4 inch transverse. 33 r 34 18. Weld Ties: ± '/2 inch longitudinal, ± '/8 inch vertical. 35 L 36 19. Position of post tensioning ducts in spliced prestressed concrete girders: ± '/4 inch. 37 r 38 20. Deviation from a smooth curve for post-tensioning ducts at closures based on the L 39 sum total of duct placement and alignment tolerances: ± % inch. 40 r 41 6-02.3(25)J Horizontal Alignment L 42 This section is revised to read: 43 r L Kent Regional Trails Connector/Madfai AMD - 62 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 The Contractor shall check and record the horizontal alignment of the top and bottom flanges 2 of each girder at the following times: 3 4 1. Initial—Upon removal of the girder from the casting bed. 5 6 2. Shipment—Within 7 days prior to shipment. 7 8 3. Erection —After girder erection and cutting temporary top strands but prior to any 9 equalization, placement of weld ties or placement of diaphragms. 10 11 Each check shall be made by measuring the distance between each flange and a chord that 12 extends the full length of the girder. The Contractor shall perform and record each check at a 13 time when the alignment of the girder is not influenced by temporary differences in surface 14 temperature. Records for the initial check (Item 1 above)shall be included in the Contractor's 15 prestressed concrete certificate of compliance. Records for all other checks shall be submitted 16 as a Type 1 Working Drawing. 17 18 Immediately after the girder is removed from the casting bed, neither flange shall be offset 19 more than Ma inch for each 10 feet of girder length. During storage and prior to shipping, the 20 offset (with girder ends plumb and upright and with no external force)shall not exceed '/4 inch 21 per 10 feet of girder length. Any girder within this tolerance may be shipped, but shall be 22 corrected at the job site to the % inch maximum offset per 10 feet of girder length before 23 concrete is placed into the diaphragms. -, 24 25 The Engineer may permit the use of external force to correct girder alignment at the plant or 26 job site if the Contractor provides stress calculations and a proposed procedure. If external 27 force is permitted, it shall not be released until after the bridge deck has been placed and 28 cured 10 days. 1 29 30 The maximum deviation of the side of a prestressed concrete slab girder, or the edge of the 31 top flange of a wide flange deck, wide flange thin deck, deck bulb tee, double tee or ribbed 32 girder, measured from a chord that extends end to end of the member, shall be± % inch per 33 10 feet of member length, but not greater than '/z inch total. 34 35 6-02.3(25)K Girder Deflection 36 This section, including title, is revised to read: - 37 38 6-02.3(25)K Vertical Deflection 39 The Contractor shall check and record the vertical deflection (camber)of each girder at the 40 following times: 41 42 1. Initial — Upon removal of the girder from the casting bed; 43 44 2. Shipment—Within 7 days prior to shipment; 45 46 3. Erection—After girder erection and cutting temporary top strands but prior to any 47 equalization, placement of weld ties or placement of diaphragms. J 48 49 At a minimum, survey data shall be taken at each girder end and at midspan. The Contractor 50 shall perform and record each check at a time when the alignment of the girder is not A 51 influenced by temporary differences in surface temperature. Records for the initial check (Item 52 1 above) shall be included in the Contractor's Prestressed Concrete Certificate of Compliance. 53 Records for all other checks shall be submitted as a Type 1 Working Drawing. 54 Kent Regional Trails Connector/Madfai AMD - 63 February 17, 2016 Federal Aid Number: CM-0615 (008) _� Project Number: 13-3006 r- 1 The "D" dimensions shown in the Plans are computed upper and lower bounds of girder 2 vertical deflections at midspan based on a time lapse of 40 and 120 days after release of the 7 3 prestressing strands. Any temporary top strands are assumed to be cut 30 days prior to these L, 4 elapsed times (10 and 90 days after release of the prestressing strands). The "D" dimensions 5 are intended to advise the Contractor of the expected range of girder vertical deflection at the �- 6 time of deck placement. A positive (+) "D" dimension indicates upward deflection. L 7 8 If the girder vertical deflection measured for the shipment check (Item 2 above) is not between r 9 the lower bound shown in the Plans and the upper bound shown in the Plans, the Contractor L 10 shall immediately notify the Engineer and shall submit the camber data as a Type 2 Working 11 Drawing. The Engineer shall be notified prior to shipping the girders. F. 12 13 If the girder vertical deflection measured for the erection check (Item 3 above) is not between 14 the lower bound shown in the Plans and the upper bound shown in the Plans plus% inches, 15 the Contractor shall submit a Type 2 Working Drawing describing how the deficient or excess r 16 girder camber will be addressed. L 17 18 All costs including bridge deck form adjustments, maintaining steel reinforcing bar clearances, 19 changes in deck profile or thickness, or any other modifications needed to accommodate L 20 girder deflections shall be at the Contractor's expense. 21 r 22 6-02.3(25)L Handling and Storage L 23 The first paragraph is revised to read: 24 r 25 During handling and storage, each prestressed concrete girder shall always be kept plumb L 26 and upright. It shall be lifted only by the lifting embedments (strand lift loops or high-strength 27 threaded steel bars) at either end. r 28 29 The first sentence of the third paragraph is revised to read: L 30 31 For high-strength threaded steel bars, a minimum of two 1%-inch diameter bars conforming to r- 32 Section 9-07.11 shall be used at each end of the girder. L 33 34 The third sentence of the fourth paragraph is revised to read: 35 L 36 Alternatively, these temporary strands may be post-tensioned provided the strands are 37 stressed on the same day that the permanent prestress is released into the girder and the 38 strands are tensioned prior to lifting the girder from the form. L 39 40 The last two paragraphs are revised to read: 41 L 42 The Contractor may request permission to use lifting embedments, lifting embedment 43 locations, lifting angles, concrete release strengths, or temporary top strand configurations 44 other than specified in the Plans. The request shall be submitted as a Type 2E Working 45 Drawing and shall conform to the Criteria for Girder Stresses and Stability for Handling, 46 Shipping and Erecting in Section 6-02.3(25)M. The request shall also address any effects on r 47 girder camber. 48 49 If girders are to be stored, the Contractor shall place them on a stable foundation that will keep 50 them in a vertical position. Stored girders shall be supported at the bearing recesses or, if 51 there are no recesses, approximately 2 to 3 feet from the girder ends. After post-tensioning, L 52 spliced prestressed concrete girders shall be supported at points between 2 and 5 feet from 53 the girder ends, unless otherwise shown in the Plans. For long-term storage of girders with 54 initial horizontal curvature, the Contractor may wedge one side of the bottom flange, tilting the L Kent Regional Trails Connector/Madfai AMD - 64 February 17, 2016 �. Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 girders to control curvature. If the Contractor elects to set girders out of plumb during storage, 2 the Contractor shall have the proposed method analyzed by the Contractor's engineer to 3 ensure against damaging the girder. 4 5 6-02.3(25)M Shipping 6 This section is revised to read: 7 8 After the girder has reached its 28-day design strength, the girder and a completed 9 Certification of Compliance, signed by a Precast/Prestressed Concrete Institute Certified 10 Technician or a Professional Engineer, shall be submitted to the Engineer for inspection. If the 11 Engineer finds the certification and the girder to be acceptable, the Engineer will stamp the 12 girder"Approved for Shipment". 13 14 No prestressed concrete slab girder shall be shipped for at least 3 days after concrete 15 placement. No prestressed concrete wide flange deck, deck bulb tee or tub girder shall be 16 shipped for at least 7 days after concrete placement, except that they may be shipped 3 days 17 after concrete placement when L/(bd) is less than or equal to 5.0, where L equals the shipping 18 length of the girder, b equals the girder top flange width (for prestressed concrete wide flange 19 deck and deck bulb tee girders) or the bottom flange width (for prestressed concrete tub 20 girders), and d equals the girder depth, all in feet. No other girder shall be shipped for at least 21 10 days after concrete placement. 22 23 Girder support locations during shipping shall be no closer than the girder depth to the ends of 24 the girder at the girder centerline. Support locations shown in the Plans have been determined 25 in accordance with the criteria specified below. The Contractor shall verify the applicability of 26 these criteria to the trucking configuration intended for transport of the girders. If the trucking -, 27 configuration differs from these criteria, or the Contractor proposes to use support locations 28 other than those shown in the Plans, the Contractor shall submit a girder shipping plan with 29 supporting calculations conforming to the criteria specified below as a Type 2E Working 30 Drawing. 31 32 If the Contractor elects to assemble spliced prestressed concrete girders into components of 33 two or more segments prior to shipment, the Contractor shall submit a girder shipping plan 34 with supporting calculations conforming to the criteria specified below as a Type 2E Working 35 Drawing. 36 37 The Contractor shall determine if girder bracing to control lateral bending during shipping is 38 required and shall provide it if necessary. When bracing is required, the Contractor shall 39 submit a girder shipping plan with supporting calculations conforming to the criteria specified 40 below as a Type 2E Working Drawing. The Contractor shall perform all bracing operations at 41 no additional cost to the Contracting Agency. J 42 43 Criteria for Girder Stresses and Stability for Handling, Shipping and Erecting: Girder 44 stresses and lateral stability shall conform to the requirements of the WSDOT Bridge Design J 45 Manual LRFD (M23-50) including Sections 5.2.1.C, 5.6.2.C.2 and 5.6.3. 46 47 6-02.3(25)N Prestressed Concrete Girder Erection J 48 This section is revised to read: 49 50 Before erecting any prestressed concrete girders, the Contractor shall submit an erection plan 51 as a Type 2E Working Drawing. The erection plan shall conform to the Criteria for Girder 52 Stresses and Stability for Handling, Shipping and Erecting in Section 6-02.3(25)M. The 53 erection plan shall provide complete details of the erection process including at a minimum: 54 Kent Regional Trails Connector/Madfai AMD - 65 February 17, 2016 Federal Aid Number: CM-0615 (008) _, Project Number: 13-3006 r 1 1. Temporary falsework support, bracing, guys, deadmen, and attachments to other 2 Structure components or objects; 3 L 4 2. Procedure and sequence of operation; 5 6 3. Girder stresses during progressive stages of erection; L 7 8 4. Girder weights, lift points, lifting embedments and devices, spreaders, and angle of r 9 lifting cables in accordance with Section 6-02.3(25)L, etc.; 10 11 5. Crane(s) make and model, mass, geometry, lift capacity, outrigger size, and r 12 reactions; L 13 14 6. Girder launcher or trolley details and capacity (if intended for use); and 15 r 16 7. Locations of cranes, barges, trucks delivering girders, and the location of cranes and L 17 outriggers relative to other Structures, including retaining walls and wing walls. 18 F_ 19 The erection plan shall include drawings, notes, catalog cuts, and calculations clearly showing L 20 the above listed details, assumptions, and dimensions. Material properties and Specifications, 21 structural analysis, and any other data used shall also be included. F 22 L 23 The concrete in piers and crossbeams shall reach at least 80 percent of design strength 24 before girders are placed on them. r 25 L 26 The Contractor shall hoist girders only by the lifting embedments at the ends, always keeping 27 the girders plumb and upright. When the girders are to receive a cast-in-place concrete deck, 28 lifting embedments shall be removed after erection to provide a minimum 2Y2-inch clearance to L 29 the top of the deck. When the girders are not to receive a cast-in-place concrete deck, lifting 30 embedments shall be removed 1-inch below the girder surface and grouted with an epoxy 31 grout conforming to Section 9-26.3(1)A. 32 L 33 The girders shall be braced in accordance with Sections 6-02.3(17)F4 and 6-02.3(17)F5. 34 When temporary strands in the top flange are used, they shall be cut after the girders 35 are braced and before the girder deflections are equalized and intermediate diaphragms L 36 are cast. 37 f 38 Instead of the oak block wedges shown in the Plans, the Contractor may use Douglas fir L 39 blocks if the grain is vertical. The height of oak block wedges at the girder centerline shall not 40 exceed the width. F 41 L 42 The Contractor shall fill all block-out holes with a mortar or grout acceptable to the Engineer. 43 r 44 For prestressed concrete slab girders, the Contractor shall set stop plates and dowel bars at 45 the top of pier walls with either epoxy grout conforming to Section 9-26.3 or type IV epoxy 46 bonding agent conforming to Section 9-26.1. 47 48 6-02.3(25)0 Deck Bulb Tee Girder Flange Connection 49 This section, including title, is revised to read: 50 51 Girder to Girder Connections 52 When differential camber between adjacent girders in a span exceeds the tolerance in Section 53 6-02.3(25)I, the Contractor shall submit a method of equalizing deflections as a Type 1 L Kent Regional Trails Connector/Madfai AMD - 66 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 Working Drawing. Any temporary strands in the top flange shall be cut in accordance with 2 Section 6-02.3(25)N prior to equalizing girder deflections. 3 4 Prestressed concrete wide flange deck, deck bulb tee and slab girders with grouted shear 5 keys shall be constructed in the following sequence: 6 7 1. Deflections shall be equalized in accordance with the Contractor's equalization plan. 8 9 2. Intermediate diaphragms shall be placed and weld ties shall be welded. Welding 10 ground shall be attached directly to the steel plates being welded when welding the 11 weld-ties. 12 13 3. The keyways shown in the Plans to receive grout shall be filled flush with the 14 surrounding surfaces using a grout conforming to Section 9-20.3(2). 15 16 4. Equalization equipment shall not be removed and other construction equipment shall 17 not be placed on the structure until intermediate diaphragms and keyway grout have 18 attained a minimum compressive strength of 2,500 psi. 19 20 Prestressed concrete wide flange deck, deck bulb tee and slab girders without grouted shear 21 keys and prestressed concrete wide flange thin deck girders shall be constructed in the 22 following sequence: 23 24 1. Deflections shall be equalized in accordance with the Contractor's equalization plan. 25 26 2. Intermediate diaphragms shall be placed and any weld ties shall be welded. Welding 27 ground shall be attached directly to the steel plates being welded when welding the 28 weld-ties. 29 30 3. Equalization equipment shall not be removed and other construction equipment shall 31 not be placed on the structure until intermediate diaphragms have attained a 32 minimum compressive strength of 2,500 psi. 33 34 6-02.3(26)D2 Test Block Dimensions 35 January 4, 2016 36 The first sentence is revised to read: 37 38 The dimensions of the test block perpendicular to the tendon in each direction shall be the 39 smaller of twice the minimum edge distance or the minimum spacing specified by the special 40 anchorage device manufacturer, with the stipulation that the concrete cover over any confining 41 reinforcing steel or supplementary skin reinforcement shall be appropriate for the project- 42 specific application and circumstances. 43 44 6-02.3(26)F Prestressing Reinforcement 45 The last sentence in the fourth paragraph is revised to read: 46 47 If the prestressing reinforcement will not be stressed and grouted for more than 7 calendar 48 days after it is placed in the ducts, the Contractor shall place an approved corrosion inhibitor 49 conforming to Federal Specification MIL-1-22110C in the ducts. 50 51 6-02.3(27)A Use of Self-Consolidating Concrete for Precast Units 52 The first paragraph is deleted. 53 54 The second paragraph (up until the colon) is revised to read: Kent Regional Trails Connector/Madfai AMD - 67 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r-, 1 2 Self-consolidating concrete (SCC) may be used for the following precast concrete structure r 3 elements: t_ 4 5 Item number 2 of the second paragraph is revised to read: r 6 L 7 2. Precast reinforced concrete three-sided structures in accordance with Section 6-02.3(29). 8 r 9 6-02.3(27)B Submittals for Self-Consolidating Concrete for Precast Units L_ 10 This section is revised to read: 11 r- 12 With the exception of items 3, 7, and 8 in Section 6-02.3(27)A, the Contractor shall submit the 13 mix design for SCC to the Engineer for annual plant approval in accordance with Section 6- 14 02.3(28)B. The mix design submittal shall include items specified in Sections 6-02.3(2)A and r 15 6-02.3(2)C1. 16 17 Items 3, 7, and 8 in Section 6-02.3(27)A require the precast plant to cast one representative 18 structure acceptable to the Engineer and have the structure sawn in half for examination by 19 the Contracting Agency to determine that segregation has not occurred. The Contracting L. 20 Agency's approval of the sawn structure will constitute approval of the precast plant to use 21 SCC, and a concrete mix design submittal is not required. F 22 L 23 6-02.3(27)C Acceptance Testing of Self-Consolidating Concrete for Precast Units 24 This section's title is revised to read: r 25 L 26 6-02.3(27)C Acceptance Testing of Concrete for Precast Units 27 28 This section is revised to read: L 29 30 Acceptance testing shall be performed by the Contractor and test results shall be submitted to 31 the Engineer. Concrete shall conform to the requirements specified in Section 6-02.3(2)A. 32 Unless otherwise noted below, the test methods described in Section 6-02.3(5)D shall be 33 followed. Concrete compressive strength shall be in accordance with Section 6-02.3(27). 34 Compressive strength testing shall be performed a minimum of once per day and once for 35 every 20 cubic yards of concrete that is placed. L 36 37 Concrete for items 1, 2, 4, 5, and 6 in Section 6-02.3(27)A that is not self-consolidating r 38 concrete will be accepted as follows: L 39 40 1. Temperature within the allowable temperature band. r 41 L 42 2. Slump below the maximum allowed. 43 44 3. Air content within the required range. L 45 46 SCC for items 1, 2, 4, 5, and 6 in Section 6-02.3(27)A will be accepted as follows: r 47 48 1. Temperature within the allowable temperature band. L 49 50 2. Slump flow within the target slump flow range. r 51 L 52 3. VSI less than or equal to 1 in accordance with ASTM C 1611, Appendix X1, using 53 Filling Procedure B. F 54 L. Kent Regional Trails Connector/Madfai AMD - 68 February 17, 2016 F_ Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 4. J ring passing ability less than or equal to 1.5-inches. 2 -� 3 5. Air content within the required range. 4 5 SCC for concrete barrier will be accepted in accordance with temperature, air, and 6 compressive strength testing listed above. 7 8 SCC for precast junction boxes, cable vaults, and pull boxes will be accepted in accordance 9 with the temperature and compressive strength testing listed above. 10 11 SCC for precast drainage structure elements will be accepted in accordance with the 12 requirements of AASHTO M 199. 13 14 6-02.3(28) Precast Concrete Panels 15 In the first paragraph, the third sentence is revised to read: 16 17 WSDOT Certification will be granted at, and renewed during, the annual precast plant review 18 and approval process in accordance with WSDOT Materials Manual M 46-01.04 Standard 19 Practice QC 7. 20 21 6-02.4 Measurement 22 The seventh paragraph (up until the colon) is revised to read: 23 24 All reinforcing steel will be measured by the computed weight of all steel required by the 25 Plans. The weight of mechanical splices will be based on the weight specified in the 26 manufacturer's catalog cut for the specific item. Splices noted as optional in the Plans but 27 installed by the Contractor will be included in the measurement. Epoxy-coated bars will be 28 measured before coating. The Contractor shall furnish (without extra allowance): 29 30 Item number 1 in the seventh paragraph is revised to read: 31 32 1. Bracing, spreaders, form blocks, wire clips, and other fasteners. 33 34 The eighth paragraph is deleted. - 35 36 The following three new paragraphs are inserted before the last paragraph: 37 _a 38 Expansion joint system seal -superstr. will be measured by the linear foot along its 39 completed line and slope. 40 41 Expansion joint modification will be measured by the linear foot of expansion joint modified 42 along its completed line and slope. 43 44 Prestressed concrete girder will be measured by the linear foot of girder specified in the 45 Proposal. 46 47 6-02.5 Payment 48 In the paragraph following the bid item "Commercial Concrete", per cubic yard the second 49 sentence is revised to read: 50 -' 51 All costs in connection with concrete curing, producing concrete surface finish with form liners, 52 and furnishing and applying pigmented sealer to concrete surfaces as specified, shall be 53 included in the unit contract price per cubic yard for"Conc. Class " 54 Kent Regional Trails Connector/Madfai AMD - 69 February 17, 2016 Federal Aid Number: CM-0615 (008) _J Project Number: 13-3006 r 1 The following new paragraph is inserted after the bid item "Superstructure (name bridge)", lump 2 sum: 3 L 4 All costs in connection with constructing, finishing and removing the bridge deck test slab as 5 specified in Section 6-02.3(10)D1 shall be included in the lump sum Contract price for 6 "Superstructure_" or"Bridge Deck_"for one bridge in each project, as applicable. L 7 8 In the paragraph following the bid item "Epoxy-Coated St. Reinf. Bar_", per pound, the first r 9 sentence is revised to read: L 10 11 Payment for reinforcing steel shall include the cost of drilling holes in concrete for, and setting, 12 steel reinforcing bar dowels with epoxy bonding agent, and furnishing, fabricating, placing, and 13 splicing the reinforcement. 14 15 The bid item "Cure Box", lump sum and paragraph following bid item are deleted. r 16 L 17 The following three new bid items are inserted before the bid item "Bridge Approach Slab", per 18 square yard: F 19 L 20 "Expansion Joint System - Superstr.", per linear foot. 21 r 22 "Expansion Joint Modification - ", per linear foot. 23 24 "Prestressed Conc. Girder_", per linear foot. 25 L 26 6-03.AP6 r 27 Section 6-03, Steel Structures L 28 April 6, 2015 r 29 6-03.2 Materials 30 The first sentence in the fifth paragraph is revised to read: L 31 32 The Contractor shall submit Type 1 Working Drawings describing the methods for visibly r 33 marking the material so that it can be traced. L 34 35 6-03.3 Construction Requirements r 36 This section is revised to read: L 37 38 Structural steel fabricators of plate and box girders, floorbeams, truss members, stringers, r 39 cross frames, diaphragms, and laterals shall be certified under the AISC Certification Program L 40 for Steel Bridge Fabricators, Advanced Bridges Category. When fracture critical members are 41 specified,in the contract, structural steel fabricators shall also meet the supplemental 42 requirements F, Bridges with Fracture-Critical Members, under the AISC Certification Program L 43 for Steel Bridge Fabricators. 44 r 45 6-03.3(7) Shop Plans L 46 This section is revised to read: 47 r 48 The Contractor shall submit all shop detail plans for fabricating the steel as Type 2 Working L 49 Drawings. 50 51 If these plans will be submitted directly from the fabricator, the Contractor shall so notify the r 52 Engineer in writing. L Kent Regional Trails Connector/Madfai AMD - 70 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 2 No material shall be fabricated until: (1) the Working Drawing review is complete, and (2)the 3 Engineer has accepted the materials source. 4 5 Before physical completion of the project, the Contractor shall furnish the Engineer one set of 6 reproducible copies of the as-built shop plans. The reproducible copies shall be clear, suitable 7 for microfilming, and on permanent sheets that measure no smaller than 11 by 17-inches. 8 Alternatively, the shop drawings may be provided in an electronic format with the concurrence 9 of the Engineer. 10 11 6-03.3(7)A Erection Methods 12 The first paragraph is revised to read: 13 14 Before beginning to erect any steel Structure, the Contractor shall submit Type 2E Working 15 Drawings consisting of the erection plan and procedure describing the methods the Contractor 16 intends to use. 17 18 The second paragraph (up until the colon) is revised to read: 19 20 The erection plan and procedure shall provide complete details of the erection process 21 including, at a minimum, the following: 22 23 The third paragraph (up until the colon) is revised to read: 24 J 25 As part of the erection plan Working Drawings, the Contractor may submit details of an 26 engineered and fabricated lifting bracket bolted to the girder top flanges providing the following 27 requirements are satisfied: 28 29 In the third paragraph, the second sentence of item number 4 is revised to read: 30 31 Certification documentation from a previous project may be submitted; 32 33 The last sentence of the fourth paragraph is deleted. 34 35 The last paragraph is deleted. 36 37 6-03.3(10) Straightening Bent Material 38 In the first paragraph, the last sentence is revised to read: 39 40 A limited amount of localized heat may be applied only if carefully planned and supervised, 41 and only in accordance with the heat-straightening procedure Working Drawing submittal. 42 43 The third paragraph is revised to read: 44 45 After straightening, the Contractor shall inspect the member for fractures using a method 46 proposed by the Contractor and accepted by the Contracting Agency. 47 J 48 The last paragraph is revised to read: 49 50 The procedure for heat straightening of universal mill (UM) plates by the mill or the fabricator 51 shall be submitted as a Type 2 Working Drawing. 52 53 6-03.3(14) Edge Finishing 54 In the first paragraph, the last sentence is revised to read: Kent Regional Trails Connector/Madfai AMD - 71 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 1 2 Corners along exposed edges shall be broken by light grinding or another method acceptable {' 3 to the Engineer to achieve an approximate 1/1 6-inch chamfer or rounding. iL, 4 5 In the fifth paragraph, the last sentence is revised to read: r 6 : 7 The fabricator shall prevent excessive hardening of flange edges through preheating, post 8 heating, or control of the burning process as recommended by the steel manufacturer. r 9 10 The sixth paragraph is revised to read: 11 r 12 Hardness testing shall consist of testing thermal-cut edges with a portable hardness tester. 13 The hardness tester, and its operating test procedures, shall be submitted as a Type 1 14 Working Drawing. The hardness tester shall be convertible to Rockwell C scale values. r 15 16 In the last paragraph, the last sentence is revised to read: L 17 18 If thermal-cutting operations conform to procedures established by the steel manufacturer, and 19 hardness testing results are consistently within acceptable limits, the Engineer may authorize L 20 a reduction in the testing frequency. 21 F_ 22 6-03.3(15) Planing of Bearing Surfaces L 23 This section is supplemented with the following new paragraph: 24 r 25 Where mill to bear is specified in the Plans, the bearing end of the stiffener shall be flush and L 26 square with the flange and shall have at least 75 percent of this area in contact with the flange. 27 r- 28 6-03.3(25) Welding and Repair Welding L 29 In the first paragraph, the first sentence is revised to read: 30 31 Welding and repair welding of all steel bridges shall comply with the AASHTO/AWS 32 D1.5M/D1.5, latest edition, Bridge Welding Code. L 33 r 34 In the second paragraph, the last sentence is revised to read: 35 L 36 No welding, including tack and temporary welds shall be done in the shop or field unless the 37 location of the welds is shown on the shop drawings reviewed and accepted by the Engineer. 38 L 39 In the third paragraph, the first sentence is revised to read: 40 (` 41 Welding procedures shall accompany the shop drawing Working Drawing submittal. 42 43 In the fourth paragraph, the first sentence is revised to read: 44 L 45 Welding shall not begin until completion of the shop plan Working Drawing review as required 46 in Section 6-03.3(7). 1- 47 48 In item number 1 of the ninth paragraph, "approves" is revised to read "concurs". L 49 50 6-03.3(25)A3 Ultrasonic Inspection r 51 The following new paragraph is inserted before the last paragraph: L 52 53 A minimum of 30 percent of complete penetration vertical welds on steel column jackets !' 54 thicker than 5/16-inch, within 1.50 column jacket diameter of the top and bottom of each L Kent Regional Trails Connector/Madfai AMD - 72 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L a 1 column, shall be inspected. If any rejectable flaws are found, 100 percent of the weld within 2 the specified limits shall be inspected. The largest column cross section diameter for tapered 3 column jackets shall constitute one column jacket diameter. 4 5 6-03.3(25)A4 Magnetic Particle Inspection 6 Items number 3 and 4 are revised to read: 7 8 3. Complete penetration groove welds on plates 5/16-inch or thinner (excluding steel column 9 jackets) shall be 100 percent tested by the magnetic particle method. Testing shall apply to 10 both sides of the weld, if backing plate is not used. The ends of each complete penetration 11 groove weld at plate edges shall be tested by the magnetic particle method. 12 13 4. A minimum of 30 percent of complete penetration vertical welds on steel column jackets ry 14 5/16-inch or thinner, within 1.50 column jacket diameters of the top and bottom of each 15 column, shall be magnetic particle inspected. The largest column cross section diameter 16 for tapered column jackets shall constitute one column jacket diameter. 17 18 The last paragraph is supplemented with the following new sentence: -a 19 20 If any rejectable flaws are found in any test length of item 4 above, 100 percent of the weld 21 within the specified limits shall be inspected. 22 23 6-03.3(27) High Strength Bolt Holes 24 The last paragraph is revised to read: 25 26 The Contractor shall submit Type 2 Working Drawings consisting of a detailed outline of the 27 procedures proposed to accomplish the work from initial drilling through shop assembly. 28 _J 29 6-03.3(27)C Numerically Controlled Drilled Connections 30 In the second paragraph, the first sentence is revised to read: 31 32 The Contractor shall submit Type 1 Working Drawings consisting of a detailed outline of 33 proposed N/C procedures. 34 35 6-03.3(29) Welded Shear Connectors 36 This section's content is deleted and replaced with the following: 37 38 Installation, production control, and inspection of welded shear connectors shall conform to 39 Chapter 7 of the AASHTO/AWS D1.5M/D1.5:2010 Bridge Welding Code. If welded shear 40 connectors are installed in the shop, installation shall be completed prior to applying the shop 41 primer coat in accordance with Section 6-07.3(9)G. If welded shear connectors are installed in 42 the field, the steel surface to be welded shall be prepared to SSPC-SP 11, power tool 43 cleaning,just prior to welding. 44 45 6-03.3(33) Bolted Connections 46 In the second paragraph, the first sentence is revised to read: 47 48 The Contractor shall submit Type 1 Working Drawings providing documentation of the bolt 49 tension calibrator, including brand, capacity, model, date of last calibration, and 50 manufacturer's instructions for use. 51 52 In the second sentence of the second paragraph, the word "approved" is deleted. 53 54 In item number 3 of the fifth paragraph, "approved" is revised to read "specified". Kent Regional Trails Connector/Madfai AMD - 73 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r, 1 2 In the center column header of table 1, "AASHTO M 164" is revised to read "ASTM A 325". ' 3 L 4 In the column headings of table 3, "M 164" is revised to read "A 325". 5 F 6 In the tenth paragraph, item number 3, "approved" is revised to read "accepted" in the second and L 7 third sentences of the first paragraph. 8 r 9 In the tenth paragraph, item number 3, the third paragraph is revised to read: 10 11 The Contractor shall submit Type 1 Working Drawings of the tension control bolt assembly, r 12 including bolt capacities, type of bolt, nut, and washer lubricant, method of packaging and 13 protection of the lubricated bolt, installation equipment, calibration equipment, and installation 14 procedures. 15 r 16 In the first sentence of the last paragraph, "AASHTO M 164" is revised to read "ASTM A 325". 17 18 The second sentence of the last paragraph is revised to read: 19 L 20 Black ASTM A 325 bolts may be reused once if accepted by the Engineer. 21 In the last paragraph, the fourth sentence is revised to read: r 22 L; 23 Bolts to be reused shall be relubricated in accordance with the manufacturer's 24 recommendations. rl- 25 L 26 6-03.3(33)A Pre-Erection Testing 27 In the fifth sentence of the first paragraph, "approved" is revised to read "accepted". 28 29 The third paragraph is revised to read: 30 r. 31 The Contractor shall submit Type 1 Working Drawings consisting of the manufacturer's 32 detailed procedure for pre-erection (rotational capacity) testing of tension control bolt L 33 assemblies. 34 35 6-03.3(33)B Bolting Inspection L 36 In the last sentence of the first paragraph, "approved" is revised to read "specified". 37 r 38 The last paragraph is revised to read: L 39 40 The Contractor shall submit Type 1 Working Drawings consisting of the manufacturer's 41 detailed procedure for routine observation to ensure proper use of the tension control bolt L_ 42 assemblies. 43 F 44 6-03.3(42) Surface Condition L 45 The first subparagraph is revised to read: 46 F 47 Painted steel surfaces shall be cleaned by methods required for the type of staining. The L 48 Contractor shall submit a Type 1 Working Drawing of the cleaning method. 49 F L f L. Kent Regional Trails Connector/Madfai AMD - 74 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L I 6-04.AP6 2 Section 6-04, Timber Structures 3 January 5, 2015 4 6-04.3(3) Shop Details 5 This section is revised to read: 6 7 The Contractor shall submit Type 2 Working Drawings consisting of shop detail plans for all 8 treated timber. These plans shall show dimensions for all cut, framed, or bored timbers. 9 10 6-05.AP6 11 Section 6-05, Piling 12 January 5, 2015 13 6-05.3(2) Ordering Piling 14 The last paragraph is deleted. 15 16 6-05.3(3)A Casting and Stressing 17 In the second sentence of the first paragraph, "poured" is revised to read "cast". 18 19 6-05.3(4) Manufacture of Steel Casings for Cast-In-Place Concrete Piles 20 This section is revised to read: 21 22 The diameter of steel casings shall be as specified in the Contract. A full-penetration groove 23 weld between welded edges is required. J 24 25 6-05.3(5) Manufacture of Steel Piles 26 This section is revised to read: 27 28 Steel piles shall be made of rolled steel H-pile sections, steel pipe piles, or of other structural 29 steel sections described in the Contract. A full-penetration groove weld between welded edges 30 is required. 31 32 6-05.3(6) Splicing Steel Casings and Steel Piles 33 This section is revised to read: 34 35 The Engineer will normally permit steel piles and steel casings for cast-in-place concrete piles 36 to be spliced. But in each case, the Contractor shall submit Type 2 Working Drawings 37 supporting the need and describing the method for splicing. Welded splices shall be spaced at 38 a minimum distance of 10 feet. Only welded splices will be permitted. 39 40 Splice welds for steel piles shall comply with Section 6-03.3(25) and AWS D1.1/D1.1 M, latest 41 edition, Structural Welding Code. Splicing of steel piles shall be performed in accordance with 42 an approved weld procedure. The Contractor shall submit a Type 2 Working Drawing _J 43 consisting of the weld procedure. For ASTM A 252 material, mill certification for each lot of 44 pipe to be welded shall accompany the submittal. The ends of all steel pipe piling shall meet 45 the fit-up requirements of AWS D1.1/D1.1M, latest edition, Structural Welding Code Section 46 5.22.3.1, "Girth Weld Alignment (Tubular),"when the material is spliced utilizing a girth weld. 47 48 Splice welds of steel casings for cast-in-place concrete piles shall be the Contractor's 49 responsibility and shall be welded in accordance with AWS D1.1/D1.1M, latest edition, 50 Structural Welding Code. A weld procedure submittal is not required for steel casings used for Kent Regional Trails Connector/Madfai AMD - 75 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r L 1 cast-in-place concrete piles. Casings that collapse or are not watertight, shall be replaced at 2 the Contractor's expense. 3 4 6-05.3(7)B Precast Concrete Piles 5 The second to last sentence of the second paragraph is revised to read: 6 7 The Contractor shall submit Type 2 Working Drawings consisting of the method of lifting the 8 piles. r- 9 10 6-05.3(8) Pile Tips and Shoes 11 In the last paragraph, the second and third sentences are deleted and replaced with the following r 12 new sentence: L 13 14 If pile tips or shoes other than those denoted in the Qualified Products List are proposed, the r 15 Contractor shall submit Type 2 Working Drawings consisting of shop drawings of the proposed 16 pile tip along with design calculations, specifications, material chemistry and installation L 17 requirements, along with evidence of a pile driving test demonstrating suitability of the r 18 proposed pile tip. 19 L 20 6-05.3(9)A Pile Driving Equipment Approval 21 In the first paragraph, the first sentence is revised to read: r 22 L 23 Prior to driving any piles, the Contractor shall submit Type 2 Working Drawings consisting of 24 details of each proposed pile driving system. r 25 26 In the second paragraph, the first sentence is revised to read: 27 28 The Contractor shall submit Type 2E Working Drawings consisting of a wave equation L 29 analysis for all pile driving systems used to drive piling with required ultimate bearing 30 capacities of greater than 300 tons. 31 L 32 In the second paragraph, the second sentence is deleted. 33 F 34 The last paragraph is revised to read: 35 36 Changes to the pile driving system after completion of the Working Drawing review require a 37 revised Working Drawing submittal. 38 L 39 6-05.3(9)B Pile Driving Equipment Minimum Requirements 40 In the first paragraph, the first sentence is revised to read: 41 L 42 For each drop hammer used, the Contractor shall weigh it in the Engineer's presence or 43 submit a Type 1 Working Drawing consisting of a certificate of its weight. 44 ,_ 45 In the third paragraph, the first sentence is revised to read: 46 r 47 For each diesel, hydraulic, steam, or air-driven hammer used, the Contractor shall submit a L 48 Type 1 Working Drawing consisting of the manufacturer's specifications and catalog. 49 r 50 In the fourth paragraph, "approval" is revised to read "permission". 51 52 The ninth paragraph is revised to read: 53 L Kent Regional Trails Connector/Madfai AMD - 76 February 17, 2016 f Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 These requirements for minimum hammer size may be waived if a Type 2E Working Drawing 2 is submitted consisting of a wave equation analysis demonstrating the ability of the hammer to 3 obtain the required bearing capacity and minimum tip elevation without damage to the pile. 4 5 6-05.3(9)C Pile Driving Leads 6 In the third paragraph, "approved" is revised to read "permitted". 7 8 6-05.3(11)F Pile Damage 9 In the first sentence of the second paragraph, "approved" is revised to read "accepted". 10 11 6-05.3(11)G Pile Cutoff 12 In the first paragraph, "Engineer's approval" is revised to read "Engineer's permission". 13 14 6-05.3(11)H Pile Driving From or Near Adjacent Structures 15 In the first paragraph, item number 3 is revised to read: 16 17 3. Type 2E Working Drawings are submitted in accordance with Sections 1-05.3 and 6- 18 02.3(16), showing the structural adequacy of the existing Structure to safely support all of 19 the construction loads. 20 21 6-05.3(12) Determination of Bearing Values 22 In the footnote below the formula, "approved by the Engineer" is revised to read "acceptable to the 23 Engineer'. 24 25 6-05.3(13) Treatment of Timber Pile Heads 26 In the second paragraph, the first sentence is revised to read: 27 28 After cutting treated timber piles to correct elevation, the Contractor shall brush three coats of 29 a preservative that meets the requirements of Section 9-09 on all pile heads (except those to -~ 30 be covered with concrete footings or concrete caps). 31 _J 32 6-05.3(15) Completion of Cast-In-Place Concrete Piles 33 In the first paragraph, "approval" is revised to read "acceptance". 34 35 6-06.AP6 36 Section 6-06, Bridge Railings 37 January 5, 2015 38 6-06.3(2) Metal Railings 39 The second paragraph is revised to read: 40 41 Before fabricating the railing, the Contractor shall submit Type 2 Working Drawings consisting 42 of the shop plans. The Contractor may substitute other rail connection details for those shown 43 in the Plans if details of these changes show in the shop plans and if the Engineer accepts 44 them in the Working Drawing response comments. In reviewing the shop plan Working 45 Drawings, the Engineer indicates only that they are adequate and complete enough. The 46 review does not indicate a check on dimensions. 47 J -J Kent Regional Trails Connector/Madfai AMD - 77 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 1 6-07.AP6 2 Section 6-07, Painting 3 January 5, 2015 r� 4 6-07.3 Painting - 5 This section is supplemented with the following new subsections: 6 r, 7 6-07.3(14) Metallic Coatings L 8 9 6-07.3(14)A General Requirements 10 This specification covers the requirements for thermal spray metallic coatings, with and L 11 without additional paint coats, as a means to prevent corrosion. 12 13 The coating system consists of surface preparation by wash cleaning and abrasive blast 14 cleaning, thermal spray application of a metallic coating using a material made specifically L. 15 for that purpose, and, when specified, shop primer coat or shop primer coat plus top coat r 16 in accordance with Section 6-07.3(11)A. The system also includes inspection and 17 acceptance requirements. L. 18 19 6-07.3(14)B Reference Standards r, 20 SSPC-SP 10/NACE No. 2 Near White Blast Cleaning L-i 21 SSPC CS 23.00 Guide for Thermal Spray Metallic Coating Systems 22 ASTM-C-633 Standard Test Method for Adhesion or Cohesion Strength of 23 Thermal Spray Coatings L 24 ASTM D 4417 Standard Test Methods for Field Measurement of Surface 25 Profile of Blast-Cleaned Steel 26 ASTM D 6386 Standard Practice for Preparation of Zinc (Hot-Dip 27 Galvanized) Coated Iron and Steel Product and Hardware 28 Surfaces for Painting F 29 ASTM D 4541 Standard Test Method for Pull-Off Strength of Coatings Using L 30 Portable Adhesion Testers 31 ANSI/AWS C2.18 Guide for the Protection of Steel with Thermal Sprayed r 32 Coatings of Aluminum, Zinc and their Alloys and Composites 33 34 6-07.3(14)C Quality Assurance 35 A representative sample of each lot of the coating material used shall be submitted to the F 36 Engineer for analysis prior to use. Zinc shall have a minimum purity of 99.9 percent. Zinc L 37 Aluminum 85/15 wire shall be 14 percent minimum to 16 percent maximum aluminum. 38 F7 39 The thermal sprayed coating shall have a uniform appearance. The coating shall not L 40 contain any blisters, cracks, chips or loosely adhering particles, oil or other surface 41 contaminants, nodules, or pits exposing the substrate. 42 L 43 The thermal spray coating shall adhere to the substrate with a minimum bond of 700 psi. 44 The Contractor's QA program shall include thermal spray coating bond testing. 45 46 The Engineer may cut through the coating with a knife or chisel. If upon doing so, any L 47 part of the coating lifts away from the base metal 1/4 in. or more ahead of the cutting r 48 blade without cutting the metal, then the bond is considered not effective and is rejected. 49 L 50 Coated areas which have been rejected or damaged in the inspection procedure 51 described shall have the defective sections blast cleaned to remove all of the thermal 52 sprayed coating and shall then be recoated. Before resubmittal and inspection, those Kent Regional Trails Connector/Madfai AMD - 78 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 sections where coating has not reached the required thickness shall be sprayed with 2 additional metal until that thickness is achieved. 3 4 6-07.3(14)D Submittals 5 The Contractor shall submit to the Engineer, prior to abrasive blast cleaning, a 12 inch 6 square steel plate, of the same material and approximate thickness of the steel to be 7 coated, blasted clean in accordance with Section 6-07.3(14)E. The sample plate will be 8 checked for specified angular surface pattern, the abrasive grit size and type used, and 9 the procedure used. This plate shall be used as the visual standard to determine the 10 acceptability of the cleaned surface. In the event the Contractor's cleaning operation is 11 inferior to the sample plate, the Contractor shall be required to correct the cleaning 12 operation to do a job comparable to the specimen submitted. 13 14 At the same time as submitting the abrasive blast cleaned steel plate sample, the 15 Contractor shall submit to the Engineer, a second 12 inch square steel plate of the same 16 material and thickness, cleaned and thermal spray coated in accordance with the same 17 processes and with the same equipment as intended for use in applying the thermal spray 18 coatings. The Engineer may request additional cleaned and thermal spray coated 19 samples to be produced and submitted coincident with thermal spray coating of the items 20 specified in the Plans to receive thermal spray coatings. 21 22 6-07.3(14)E Surface Preparation 23 Surface irregularities (e.g., sharp edges and/or carburized edges, cracks, delaminations, 24 pits, etc.) interfering with the application of the coating shall be removed or repaired, prior 25 to wash cleaning. Thermal cut edges shall be ground to reduce hardness to attain the ' 26 surface profile required from abrasive blast cleaning. 27 28 All dirt, oil, scaling, etc. shall be removed prior to blast cleaning. All surfaces shall be 29 wash cleaned with either clean water at 8000 psi or water and detergent at 2000 psi with 30 two rinses with clean water. 31 32 The surface shall be abrasive blast cleaned to near white metal (SSPC-SP 10). The 33 surface profile shall be measured using a surface profile comparator, replica tape, or 34 other method suitable for the abrasive being used in accordance with ASTM D 4417. 35 36 Where zinc coatings up to and including 0.009 inch thick are to be applied, one of the 37 following abrasive grits shall be used with pressure blast equipment to produce a 3.0 mils 38 AA anchor tooth pattern: 39 40 1. Aluminum oxide or silicon carbide 41 mesh size: SAE G-25 to SAE G-40 42 43 2. Hardened steel grit 44 mesh size: SAE G-25 to SAE G-40 45 46 3. Garnet, flint, or crushed nickel or black beauty coal slag 47 mesh size: SAE G-25 to SAE G-50 --J 48 49 Where zinc coatings greater than 0.010 inch thick are to be applied, one of the following 50 abrasive grits shall be used with pressure blast equipment to produce a 5.0 mils AA J 51 anchor tooth pattern: 52 53 1. Aluminum oxide or silicon carbide 54 mesh size: SAE G-18 to SAE G-25 Kent Regional Trails Connector/Madfai AMD - 79 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r-- LJ 1 2 2. Hardened steel grit r 3 mesh size: SAE G-18 to SAE G-25 L 4 5 3. Garnet, flint, or crushed nickel or black beauty coal slag r- 6 mesh size: SAE G-18 to SAE G-25 7 8 The pressure of the blast nozzle, as measured with a needle probe gauge, with pressure r 9 type blasting equipment shall be as follows: 10 11 1. With aluminum oxide, silicon carbide, flint, or slag - 50 psi minimum and 60 psi r- 12 maximum. 13 14 2. With garnet or steel grit- 75 psi minimum. 15 16 The pressure at the blast nozzle, with siphon blasting (suction blasting), shall be as L: 17 follows: 18 19 1. With aluminum oxide, silicon carbide, flint, or slag -75 psi maximum. 20 21 2. With garnet or steel grit- 90 psi maximum. F-' 22 L- 23 The abrasive blast stream shall be directed onto the substrate surface at a spray angle of 24 75 to 90 degrees, and moved side to side. The nozzle to substrate distance shall be 4 to r- 25 12 inches. L 26 27 6-07.3(14)F Application of Metallic Coating r 28 No surface shall be sprayed which shows any sign of condensed moisture or which does 29 not comply with Section 6-07.3(14)E. If rust bloom occurs within the holding time L 30 between abrasive blast cleaning and thermal spraying, the surface shall be reblasted at a 31 blast angle as close to perpendicular to the surface as possible to achieve a 2.0 to 4.0 mil 32 anchor tooth pattern. Thermal spraying shall not take place when the relative humidity is L 33 90% or greater, when the steel temperature is less than 5°F above the dew point, or when 34 the air or steel temperature is less than 400F. ' 35 36 Clean, dry air shall be used with not less than 50 psi air pressure at the air regulator. Not 37 more than 50 feet of 3/8 in. ID hose shall be used between the air regulator and the r 38 metallizing gun. The metallizing gun shall be started and adjusted with the spray directed i 39 away from the work. During the spraying operation and depending upon the equipment 40 being used, the gun shall be held as close to perpendicular as possible to the surface r 41 from 5 to 8 inches from the surface of the work. L 42 43 Manual spraying shall be done in a block pattern, typically 2 feet by 2 feet square. The r 44 sprayed metal shall overlap on each pass to ensure uniform coverage. The specified ' 45 thickness of the coating shall be applied in multiple layers. In no case are fewer than two L 46 passes of thermal spraying, overlapping at right angles, acceptable. 47 48 At least one single layer of coating shall be applied within 4 hours of blasting and the 49 surface shall be completely coated to the specified thickness within 8 hours of blasting. 50 51 The minimum coating thickness shall be 6 mils unless otherwise shown in the Plans. L. 52 f- L. Kent Regional Trails Connector/Madfai AMD - 80 February 17, 2016 r. Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 6-07.3(14)G Applications of Shop Coats and Field Coats 2 The surface shall be wiped clean with solvent immediately before applying the wash 3 primer. The wash primer shall have a low viscosity appropriate for absorption into the 4 thermal spray coating, and shall be applied within 8 hours after completion of thermal 5 spraying or before oxidation occurs. The dry film thickness of the wash primer shall not 6 exceed 0.5 mils or be less than 0.3 mils. It shall be applied using an appropriate spray 7 gun except in those areas where brush or roller application is necessary. The 8 subsequent shop primer or field coats shall be applied no less than one-half hour after a 9 wash primer. 10 11 The shop primer coat, when specified, shall be applied in accordance with Section 6- 12 07.3(11)A and the paint manufacturer's recommendations. 13 14 All field coats, when specified, shall be applied in accordance with Section 6-07.3(11)A 15 and the paint manufacturer's recommendations. The color of the top coat shall conform 16 to Section 6-03.3(30) as supplemented in these Special Provisions. 17 18 6-07.3(2) Submittals 19 The first paragraph is revised to read: 20 21 The Contractor shall submit Type 2 Working Drawings of the painting plan. 22 23 6-07.3(10)A Containment 24 The second paragraph is revised to read: 25 26 The containment length shall not exceed the length of a span (defined as pier to pier). The 27 containment system shall not cause any damage to the existing structure. All clamps and 28 other attachment devices shall be padded or designed such that they shall not mark or 29 otherwise damage the steel member to which they are attached. All clamps and other 30 attachment devices shall be fully described in the Contractor's painting plan Working Drawing 31 submittal. Field welding of attachments to the existing structure will not be allowed. The 32 Contractor shall not drill holes into the existing structure or through existing structural 33 members except as shown in the Contractor's painting plan Working Drawing submittal. All 34 provisions for dust collection, ventilation and auxiliary lighting within the containment system 35 shall be fully described the Contractor's painting plan Working Drawing submittal. 36 37 In the second to last paragraph, "approved" is revised to read "accepted". 38 39 6-07.3(10)E Surface Preparation — Full Paint Removal 40 This section is revised to read: 41 42 For structures where full removal of existing paint is specified, the Contractor shall remove any 43 visible oil, grease, and road tar in accordance with SSPC-SP 1. 44 45 Following preparation by SSPC-SP 1, all steel surfaces to be painted shall be prepared in 46 accordance with SSPC-SP 10, near-white metal blast cleaning. Surfaces inaccessible to near- 47 white metal blast cleaning shall be prepared in accordance with SSPC-SP 11, power tool J 48 cleaning to bare metal, as allowed by the Engineer. 49 50 6-07.3(10)F Collecting, Testing and Disposal of Containment Waste 51 In the first paragraph, the last sentence before the numbered list is revised (up until the colon) to 52 read: 53 Kent Regional Trails Connector/Madfai AMD - 81 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- 1 The sealed waste containers shall be stored in accordance with Section 1-06.4, the painting 2 plan, and the following requirements: F 3 L 4 In the second paragraph, the first sentence is revised to read: 5 r 6 All material collected by and removed from the containment system shall be taken to a L_ 7 landside staging area, provided by the Contractor, for further processing and storage prior to 8 transporting for disposal. r 9 L 10 The ninth paragraph is revised to read: 11 r 12 The Contractor shall submit a Type 1 Working Drawing of all TCLP results. 13 L 14 The first sentence of the last paragraph is revised to read: 15 r 16 The Contractor shall submit a Type 1 Working Drawing consisting of waste disposal L 17 documentation within 15 working days of each disposal. 18 F 19 6-07.3(10)K Coating Thickness L 20 The last paragraph is revised to read: 21 22 If the specified number of coats does not produce a combined dry film thickness of at least the L 23 sum of the thicknesses required per coat, or if an individual coat does not meet the minimum 24 thickness, or if visual inspection shows incomplete coverage, the coating system will be r 25 rejected, and the Contractor shall discontinue painting and surface preparation operations and L 26 shall submit a Type 2 Working Drawing of the repair proposal. The repair proposal shall 27 include documentation demonstrating the cause of the less than minimum thickness along F 28 with physical test results, as necessary, and modifications to work methods to prevent similar 29 results. The Contractor shall not resume painting or surface preparation operations until L 30 receiving the Engineer's acceptance of the completed repair. r 31 32 6-07.3(10)L Environmental Condition Requirements Prior to Application of Paint L 33 In the last paragraph, the second to last sentence is revised to read: F 34 35 If a paint system manufacturer's recommendations allow for application of a paint under L 36 environmental conditions other than those specified, the Contractor shall submit a Type 2 37 Working Drawing consisting of a letter from the paint manufacturer specifying the 38 environmental conditions under which the paint can be applied. L 39 40 In the last sentence of the last paragraph, "approval" is revised to read "concurrence". 41 L 42 6-07.3(11)B1 Submittals 43 The first paragraph (up until the colon) is revised to read: r 44 L 45 The Contractor shall submit Type 2 Working Drawings consisting of the following information: 46 r 47 6-07.3(11)B3 Galvanized Surface Cleaning and Preparation L 48 The first paragraph is revised to read: 49 50 Galvanized surfaces receiving the powder coating shall be cleaned and prepared for coating in L 51 accordance with ASTM D 6386, and the project-specific powder coating plan. 52 53 6-07.3(11)B4 Powder Coating Application and Curing r 54 The first paragraph (up until the colon) is revised to read: L Kent Regional Trails Connector/Madfai AMD - 82 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 2 After surface preparation, the two-component powder coating shall be applied in accordance 3 with the powder coating manufacturer's recommendations, the project-specific powder coating 4 plan, and as follows: 5 6 6-07.3(11)B5 Testing 7 In the fifth sentence of the first paragraph, the phrase "as approved by the Engineer" is deleted. 8 9 The second paragraph is revised to read: 10 11 The results of the QC testing shall be documented in a QC report, and submitted as a Type 2 12 Working Drawing. 13 14 In the fourth paragraph, the phrase "as approved by the Engineer" is deleted. 15 16 In the last paragraph, "Engineer's approval" is revised to read "Engineer's acceptance". 17 18 6-07.3(11)B6 Coating Protection for Shipping 19 The phrase"as approved by the Engineer" is deleted from this section. 20 21 The first sentence of the last paragraph is revised to read: 22 23 After erection, all coating damage due to the Contractor's shipping, storage, handling, and 24 erection operations shall be repaired by the Contractor in accordance with the project-specific 25 powder coating plan. 26 27 6-07.5 Payment 28 The following new paragraph is inserted before the last paragraph: 29 30 All costs in connection with producing the metallic coatings as specified shall be included in 31 the unit contract price for the applicable item or items of work. 32 33 6-09.AP6 34 Section 6-09, Modified Concrete Overlays 35 January 5, 2015 36 6-09.2 Materials 37 The second sentence of the fifth paragraph is revised to read: 38 39 Microsilica will be accepted based on submittal of a Manufacturer's Certificate of Compliance. 40 41 The seventh paragraph is revised to read: _J 42 43 Latex admixture will be accepted based on submittal of a Manufacturer's Certificate of 44 Compliance. 45 J 46 6-09.3(1)H Mobile Mixer for Latex Modified Concrete 47 In item number 2 of the first paragraph, "An approved recording meter" is revised to read "A 48 recording meter". 49 50 In item number 3 of the first paragraph, "an approved flow meter" is revised to read "a flow meter'. 51 Kent Regional Trails Connector/Madfai AMD - 83 February 17, 2016 Federal Aid Number: CM-0615 (008) _� Project Number: 13-3006 r 1 6-09.3(1)J Finishing Machine 2 The last two sentences of the last paragraph are revised to read: 3 L 4 A machine with a vibrating pan as an integral part may be proposed. Other finishing machines 5 will be allowed subject to concurrence of the Engineer. r- 6 L 7 6-09.3(2) Submittals 8 This section is revised to read: r 9 10 The Contractor shall submit the following Working Drawings in accordance with Section 1- 11 05.3: r 12 13 1. A Type 1 Working Drawing of the type of machine rota milling, hydro-demolition, or Yp g g Yp (rotary 9� Y 14 shot blasting) selected by the Contractor for use in this project to scarify concrete 15 surfaces. 16 L 17 2. A Type 1 Working Drawing of the axle loads and axle spacing of the rotary milling 18 machine (if used). 19 L 20 3. A Type 2 Working Drawing of the Runoff Water Disposal Plan (if a hydro-demolition 21 machine is used). The Runoff Water Disposal Plan shall describe all provisions for the 22 containment, collection, filtering, and disposal of all runoff water and associated L 23 contaminants generated by the hydro-demolition process, including containment, 24 collection and disposal of runoff water and debris escaping through breaks in the F 25 bridge deck. 26 27 4. A Type 2 Working Drawing of the method and materials used to contain, collect, and 28 dispose of all concrete debris generated by the scarifying process, including L 29 provisions for protecting adjacent traffic from flying debris. 30 r 31 5. A Type 1 Working Drawing of the mix design for concrete Class M, and either fly ash 32 modified concrete, microsilica modified concrete, or latex modified concrete, as L 33 selected by the Contractor for use in this project in accordance with Section 6-09.3(3). 34 r 35 6. A Type 1 Working Drawing of samples of the latex admixture and the portland 36 cement for testing and compatibility (if latex modified concrete is used). 37 38 7. A Type 2 Working Drawing of the paving equipment specifications and details of the L 39 screed rail support system, including details of anchoring the rails and providing rail 40 continuity. F- 41 L 42 6-09.3(3)A General 43 In the last paragraph, the phrase "and as approved by the Engineer' is deleted. r 44 L 45 6-09.3(4)B Latex Admixture 46 In the second sentence of the second paragraph, the phrase "and as approved by the Engineer' is 47 deleted. L 48 49 6-09.3(5)A General r 50 The second paragraph is deleted. 51 L 52 In the third and fourth paragraphs, the phrase "and as approved by the Engineer" is deleted. 53 54 In the fifth paragraph, "approved by the Engineer' is revised to read "acceptable to the Engineer". L Kent Regional Trails Connector/Madfai AMD - 84 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. 1 2 6-09.3(5)B Testing of Hydro-Demolition and Shot Blasting Machines 3 In the last sentence of the last paragraph, "approval" is revised to read "acceptance". 4 5 6-09.3(5)C Hydro-Demolishing 6 In the third and fourth paragraphs, the phrase "as approved by the Engineer" is deleted. 7 8 6-09.3(6)B Deck Repair Preparation 9 The second to last paragraph is revised to read the following three new paragraphs: 10 11 The exposed steel reinforcing bars and concrete in the repair area shall be sandblasted or 12 hydro-blasted and blown clean just prior to placing concrete. 13 14 Where existing steel reinforcing bars inside deck repair areas show deterioration exceeding 15 the limits defined in the Plans, the Contractor shall furnish and place steel reinforcing bars 16 alongside the deteriorated bars in accordance with the details shown in the Plans. Payment 17 for such extra Work will be by force account as provided in Section 1-09.6. 18 19 Bridge deck areas outside the repair area or steel reinforcing bar inside or outside the repair y 20 area damaged by the Contractor's operations, shall be repaired by the Contractor at no 21 additional expense to the Contracting Agency, and to the satisfaction of the Engineer. 22 23 6-09.3(6)C Placing Deck Repair Concrete 24 The third paragraph is supplemented with the following: 25 26 The Work of Type 1 further deck preparation shall consist of removing and disposing of the 27 concrete within the repair area. 28 29 The following new sentence is inserted before the last sentence of the last paragraph: 30 31 The Work of Type 2 further deck preparation shall consist of removing and disposing of 32 concrete within the repair area, and furnishing, placing, finishing, and curing the repair 33 concrete. 34 35 6-09.3(7) Surface Preparation for Concrete Overlay 36 The first sentence of the second paragraph is revised to read: 37 38 If either a rotary milling machine or a shot blasting machine is used for concrete scarification, 39 then the concrete deck shall be sandblasted or shot blasted, using equipment identified in the 40 Working Drawing submittals, until sound concrete is exposed. 41 42 The third paragraph is revised to read: 43 44 If a hydro-demolition machine is used for concrete scarification, then the concrete deck shall 45 be cleaned by water blasting with 7,000 psi minimum pressure, until sound concrete is 46 exposed. 47 J 48 In the fourth paragraph, "as approved by the Engineer" is revised to read "accepted by the 49 Engineer'. 50 J 51 In the last sentence of the eighth paragraph, the phrase "as approved by the Engineer" is deleted. 52 53 In the first sentence of the last paragraph, "approved" is revised to read "allowed". 54 Kent Regional Trails Connector/Madfai AMD - 85 February 17, 2016 Federal Aid Number: CM-0615 (008) A Project Number: 13-3006 r, 1 6-09.3(8)B Quality Assurance for Latex Modified Concrete Overlays 2 The second sentence of the last paragraph is revised to read: r- 3 , 4 The technical representative shall be capable of performing, demonstrating, inspecting, and 5 testing all of the functions required for placement of the latex modified concrete as specified in 6 Section 6-09.3(11). 7 8 The fourth sentence of the last paragraph is revised to read: r 9 L 10 Recommendations made by the technical representative on or off the jobsite shall be adhered 11 to by the Contractor at no additional expense to the Contracting Agency. 71 12 L 13 6-09.3(10)A Survey of Existing Bridge Deck Prior to Scarification 14 The third sentence of the fourth paragraph is revised to read: 15 16 A Type 1 Working Drawing of each day's survey record shall be provided to the Engineer L' 17 within three working days after the end of the shift. 18 F 19 6-09.3(10)B Establishing Finish Overlay Profile L 20 In the fourth sentence of the first paragraph, "approved by the Engineer" is revised to read 21 "specified by the Engineer". 22 L 23 In the second paragraph, the phrase "and as approved by the Engineer" is deleted. 24 25 6-09.3(11) Placing Concrete Overlay L 26 In the fourth paragraph, the last sentence of item number 3 is revised to read: 27 28 If the Contractor elects to work at night to meet these criteria, adequate lighting shall be 29 provided at no additional expense to the Contracting Agency. 30 r 31 6-09.4 Measurement L 32 The last paragraph is deleted and replaced with the following: 33 34 Further deck preparation for Type 1 deck repair and for Type 2 deck repair will be measured L 35 by the square foot of surface area of deck concrete removed in accordance with Section 6- 36 09.3(6). 37 r 38 6-09.5 Payment L 39 The Bid item "Further Deck Preparation", per cubic foot and the paragraph following this Bid item 40 are deleted and replaced with the following two new Bid items: 7 41 L 42 "Further Deck Preparation for Type 1 Deck Repair", per square foot. 43 r 44 "Further Deck Preparation for Type 2 Deck Repair", per square foot. 45 46 The Bid item "Further Deck Preparation", force account and the paragraph following this Bid item F 47 are deleted. 48 F L f` L Kent Regional Trails Connector/Madfai AMD - 86 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 ! 1 _J 1 6-10.AP6 2 Section 6-10, Concrete Barrier 3 January 5, 2015 -.a 4 6-10.1 Description 5 In the second paragraph, "approved" is revised to read "specified". 6 7 6-10.3 Construction Requirements 8 In the first paragraph, "approved" is revised to read "specified". 9 10 6-10.3(5) Temporary Concrete Barrier 11 The last sentence of the first paragraph is deleted. 12 13 The second paragraph is revised to read: 14 15 If the Contract calls for the removal and resetting of permanent barrier, and the permanent 16 barrier is not required to remain in place until reset, the permanent barrier may be substituted 17 for temporary concrete barrier. Any of the permanent barrier damaged during its use as 18 temporary barrier will become the property of the Contractor and be replaced with permanent 19 barrier when the permanent barrier is reset to its permanent location. 20 21 The third paragraph is revised to read: 22 23 All barrier shall be in good condition, without cracks, chips, spalls, dirt, or traffic marks. If any 24 barrier segment is damaged during or after placement, the Contractor shall immediately repair 25 it to the Engineer's satisfaction or replace it with an undamaged section. 26 27 The following new paragraph is inserted after the third paragraph: 28 29 Delineators shall be placed on the traffic face of the barrier 6 inches from the top and spaced a 30 maximum of 40 feet on tangents and 20 feet through curves. The reflector color shall be white 31 on the right side of traffic and yellow on the left side of traffic. The Contractor shall maintain, 32 replace and clean the delineators when ordered by the Engineer. 33 34 6-11.AP6 35 Section 6-11, Reinforced Concrete Walls 36 January 5, 2015 37 6-11.3(1) Submittals 38 The first paragraph is revised to read: 39 40 The Contractor shall submit Type 2E Working Drawings consisting of excavation shoring plans 41 in accordance with Section 2-09.3(3)D. 42 43 The second paragraph is revised to read: 44 45 The Contractor shall submit Type 2E Working Drawings of falsework and formwork plans in 46 accordance with Sections 6-02.3(16) and 6-02.3(17). 47 48 The third paragraph (up until the colon) is revised to read: 49 Kent Regional Trails Connector/Madfai AMD - 87 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 7 L 1 If the Contractor elects to fabricate and erect precast concrete wall stem panels, Type 2E 2 Working Drawings of the following information shall be submitted in accordance with Section 3 6-02.3(28)A: L 4 5 The last paragraph is deleted. r 6 L 7 6-11.3(3) Precast Concrete Wall Stem Panels 8 In the third paragraph, the phrase "as approved by the Engineer" is deleted. 9 10 6-12.AP6 r 11 Section 6-12, Noise Barrier Walls L 12 January 5, 2015 13 6-12.3(1) Submittals L 14 In the first paragraph, the second sentence is revised to read: 15 r. 16 The Contractor shall submit a Type 2 Working Drawing consisting of the noise barrier wall L 17 access plan. 18 19 The second paragraph (up until the colon) is revised to read: r 20 21 For construction of all noise barrier walls with shafts, the Contractor shall submit a Type 2 22 Working Drawing consisting of the shaft construction plan, including at a minimum the 23 following information: i✓. 24 25 In the third paragraph, the first sentence is revised to read: r- 26 L 27 For construction of precast concrete noise barrier walls, the Contractor shall submit Type 2 28 Working Drawings consisting of shop drawings for the precast concrete panels in accordance 29 with Section 6-02.3(28)A. L 30 31 6-12.3(2) Work Access and Site Preparation '- 32 In the first paragraph, the first sentence is revised to read: L 33 34 The Contractor shall construct work access in accordance with the work access plan. 35 36 6-12.3(3) Shaft Construction L 37 The first paragraph is revised to read: 38 ' 39 The Contractor shall excavate and construct the shafts in accordance with the shaft L 40 construction plan. 41 42 In the last sentence of the third paragraph, "approved by the Engineer" is revised to read L 43 "acceptable to the Engineer". 44 45 The fourth paragraph is revised to read: L 46 47 When caving conditions are encountered, the Contractor shall stop further excavation until r 48 implementing the method to prevent ground caving as specified in the shaft construction plan. L 49 50 In the last sentence of the fifth paragraph, "approved" is revised to read "accepted". F 51 52 In the seventh paragraph, "approval' is revised to read "acceptance". L Kent Regional Trails Connector/Madfai AMD - 88 February 17, 2016 _ Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 2 In the eighth paragraph, the third sentence is revised to read: 3 4 The Contractor shall install the steel reinforcing bar cage as specified in the shaft construction 5 plan. 6 7 In the second sentence of the last paragraph, "approval" is revised to read "acceptance". 8 9 In the fourth sentence of the last paragraph, the word "approved" is deleted. 10 11 6-12.3(6) Precast Concrete Panel Fabrication and Erection 12 In item number 3, the second paragraph is revised to read: 13 14 After receiving the Engineer's review of the shop drawings, the Contractor shall cast one 15 precast concrete panel to be used as the sample panel. The Contractor shall construct the 16 sample panel in accordance with the procedure and details specified in the shop drawings. 17 The Contractor shall make the sample panel available to the Engineer for acceptance. 18 19 In item number 3, the first sentence of the third paragraph is revised to read: 20 21 Upon receiving the Engineer's acceptance of the sample panel, the Contractor shall continue 22 production of precast concrete panels for the noise barrier wall. 23 24 In item number 3, the third sentence of the third paragraph is revised to read: 25 26 The sample panel shall be retained at the fabrication site until all precast concrete panels have 27 been fabricated and accepted. 28 29 6-12.3(10) Finish Line Ground Dressing 30 In the last sentence of the second paragraph, the phrase "as approved by the Engineer" is deleted. 31 32 6-13.AP6 33 Section 6-13, Structural Earth Walls } 34 January 5, 2015 35 6-13.3(1) Quality Assurance 36 In the first paragraph, the first sentence is revised to read: 37 38 The structural earth wall manufacturer shall provide a qualified and experienced _ 39 representative to resolve wall construction problems. 40 41 In the first paragraph, the last sentence is revised to read: 42 43 Recommendations made by the structural earth wall manufacturer's representative shall be 44 followed by the Contractor. 45 46 In the second paragraph, item number 4 is revised to read: 47 48 4. The base of the structural earth wall excavation shall be within three inches of the staked 49 elevations, unless otherwise accepted or specified by the Engineer. 50 51 In the second paragraph, item number 6 is revised to read: 52 Kent Regional Trails Connector/Madfai AMD - 89 February 17, 2016 Federal Aid Number: CM-0615 (008) ,� Project Number: 13-3006 r L 1 6. The backfill reinforcement layers shall be located horizontally and vertically within one 2 inch of the locations shown in the structural earth wall working drawings. r 3 L 4 6-13.3(2) Submittals 5 In the first paragraph, the first sentence is revised to read: r 6 7 The Contractor, or the supplier as the Contractor's agent, shall furnish a Manufacturer's 8 Certificate of Compliance certifying that the structural earth wall materials conform to the r 9 specified material requirements. L 10 11 The second paragraph is revised to read: 12 13 A Type 1 Working Drawing of all test results, performed by the Contractor or the Contractor's L 14 supplier, which are necessary to assure compliance with the specifications, shall submitted 15 along with each Manufacturer's Certificate of Compliance. L 16 17 In the third paragraph, the first sentence is revised to read: 18 r- 19 Before fabrication, the Contractor shall submit a Type 1 Working Drawing consisting of the L- 20 field construction manual for the structural earth walls, prepared by the wall manufacturer. 21 F 22 In the fourth paragraph, the first sentence is revised to read: L 23 24 The Contractor, through the license/patent holder for the structural earth wall system, shall r 25 submit Type 2E Working Drawings consisting of detailed design calculations and details. L 26 27 The last paragraph is deleted. r 28 29 6-13.3(3) Excavation and Foundation Preparation 30 In the first paragraph, the last two sentences are revised to read: 31 32 The foundation for the structure shall be graded level for a width equal to or exceeding the L 33 length of reinforcing as shown in the structural earth wall working drawings and, for walls with 34 geogrid reinforcing, in accordance with Section 2-12.3. Prior to wall construction, the r 35 foundation, if not in rack, shall be compacted as accepted by the Engineer. L 36 37 6-13.3(6) Welded Wire Faced Structural Earth Wall Erection F 38 The first two sentences are revised to read: L 39 40 The Contractor shall erect the welded wire wall reinforcement in accordance with the wall r 41 manufacturer's field construction manual. Construction geotextile for wall facing shall be L 42 placed between the backfill material within the reinforced zone and the coarse granular 43 material immediately behind the welded wire wall facing, as shown in the Plans and the 17- 44 structural earth wall working drawings. i` 45 46 6-13.3(7) Backfill 47 The third paragraph is revised to read: 48 L 49 Misalignment or distortion of the precast concrete facing panels or concrete blocks due to r 50 placement of backfill outside the limits of this specification shall be corrected in a manner 51 acceptable to the Engineer. L 52 53 In item number 4 of the fifth paragraph, the phrase "as approved by the Engineer" is deleted. r 54 Kent Regional Trails Connector/Madfai AMD - 90 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 The last paragraph is deleted. 2 i-J 3 6-13.3(8) Guardrail Placement 4 In the first sentence of the second paragraph, "approval" is revised to read "permission". 5 6 6-13.3(9) SEW Traffic Barrier and SEW Pedestrian Barrier 7 The first paragraph (up until the colon) is revised to read: 8 9 The Contractor, in conjunction with the structural earth wall manufacturer, shall design and 10 detail the SEW traffic barrier and SEW pedestrian barrier in accordance with Section 6-12.3(2) 11 and the above ground geometry details shown in the Plans. The barrier Working Drawings 12 and supporting calculations shall be Type 2E and shall include, at a minimum, the following: 13 14 6-14.AP6 15 Section 6-14, Geosynthetic Retaining Walls 16 January 5, 2015 ` 17 6-14.2 Materials 18 In the first paragraph, the section number next to "Anchor rods and associated nuts, washers and 19 couplers" is revised to read: 20 21 9-06.5(4) 22 23 The following new paragraph is inserted after the first paragraph: 24 25 Anchor plate shall conform to ASTM A 36, ASTM A 572 Grade 50, or ASTM A 588. 26 27 6-14.3(2) Submittals 28 The first paragraph (up until the colon) is revised to read: 29 30 The Contractor shall submit Type 2 Working Drawings consisting of detailed plans for each 31 wall. As a minimum, the submittals shall include the fallowing: 32 -� 33 6-14.3(4) Erection and Backfill 34 In the second sentence of the second paragraph, "approved by" is revised to read "acceptable to". 35 36 In the last sentence of the fifth paragraph, "approval" is revised to read "permission". 37 38 The sixth paragraph is deleted. 39 40 In item number 5 in the eighth paragraph, the phrase "as approved by the Engineer" is deleted. 41 J 42 In the ninth paragraph, the first sentence is revised to read: 43 44 The Contractor shall construct wall corners at the locations shown in the Plans, and in 45 accordance with the wall corner construction sequence and method in the Working Drawing 46 submittal. 47 48 In the last paragraph, the first sentence is revised to read: 49 50 Where required by retaining wall profile grade, the Contractor shall terminate top layers of 51 retaining wall geosynthetic and backfill in accordance with the method in the Working Drawing 52 submittal. Kent Regional Trails Connector/Madfai AMD - 91 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r~ 1 2 6-14.5 Payment 3 In the paragraph following the Bid item "Concrete Fascia Panel", per square foot, "concrete leveling Li 4 pad" is revised to read "concrete footing". 5 6-14.AP6 n 6 Section 6-14, Geosynthetic Retaining Walls 7 January 4, 2016 M 8 6-14.5 Payment 9 The bid item "Concrete Fascia Panel", per square foot, and the paragraph following this bid item 71 10 are revised to read: 11 12 "Concrete Fascia Panel For Geosynthetic Wall", per square foot. n 13 1 14 All costs in connection with constructing the concrete fascia panels as specified shall be 15 included in the unit Contract price per square foot for"Concrete Fascia Panel For r, 16 Geosynthetic Wall", including all steel reinforcing bars, premolded joint filler, polyethylene L 17 bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface finish, and 18 pigmented sealer(when specified), constructing and placing the concrete footing, edge beam, 19 anchor beam, anchor rod assembly, and backfill. r 20 L 21 6-15.AP6 22 Section 6-15, Soil Nail Walls 23 January 15, 2015 r 24 6-15.3(3) Submittals 25 The first paragraph (excluding the numbered list) is revised to read: 26 27 The Contractor shall submit Type 2 Working Drawings of the following information: L 28 29 6-15.3(6) Soil Nailing 30 In the first paragraph, the last sentence is revised to read: L 31 32 Damaged or defective encapsulation shall be repaired in accordance with the manufacturer's r 33 recommendations. L 34 35 The eighth paragraph is revised to read: 36 37 If sections of the wall are constructed at different times than the adjacent soil nail sections, the L 38 Contractor shall use stabilizing berms, temporary slopes, or other measures acceptable to the 39 Engineer, to prevent sloughing or failure of the adjacent soil nail sections. 40 41 6-15.3(8) Soil Nail Testing and Acceptance 42 In the first paragraph, the second sentence is revised to read: 43 L 44 The Contractor shall submit Type 1 Working Drawings of all test data. 45 r 46 The last sentence of the seventh paragraph is revised to read: L 47 48 The Contractor shall submit Type 2E Working Drawings of the reaction frame. r 49 L Kent Regional Trails Connector/Madfai AMD - 92 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 6-15.3(8)A Verification Testing 2 In the third paragraph, the first sentence is revised to read: 3 4 The Contractor shall submit Type 2E Working Drawings consisting of design details of the 5 verification testing, including the system for distributing test load pressures to the excavation 6 surface and appropriate nail bar size and reaction plate. 7 8 6-16.AP6 9 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls 10 January 5, 2015 11 6-16.3(2) Submittals 12 The first paragraph is revised to read: 13 14 The Contractor shall submit Type 2 Working Drawings consisting of shop plans as specified in 15 Section 6-03.3(7)for all structural steel, including the steel soldier piles, and shall submit Type 16 2 Working Drawings consisting of shop plans and other details as specified in Section 6- 17 17.3(3)for permanent ground anchors. 18 19 The second paragraph is revised to read: 20 21 The Contractor shall submit Type 1 Working Drawings consisting of the permanent ground 22 anchor grout mix design and the procedures for placing the grout. 23 24 The third paragraph (excluding the numbered list) is revised to read: 25 26 The Contractor shall submit Type 2E Working Drawings consisting of forming plans for the 27 concrete fascia panels, as specified in Sections 6-02.3(16) and 6-02.3(17). 28 29 In the fourth paragraph, the first sentence is revised to read: 30 31 The Contractor shall submit Type 2 Working Drawings consisting of a shaft installation plan. 32 33 The last paragraph is deleted. 34 35 6-16.3(3) Shaft Excavation 36 In the third paragraph, the last sentence is revised to read: 37 38 A temporary casing, slurry, or other methods specified in the shaft installation plan shall be a 39 used if necessary to ensure such safety and stability. 40 41 The fourth paragraph is revised to read: 42 43 Where caving in conditions are encountered, no further excavation will be allowed until the 44 Contractor has implemented the method to prevent ground caving as submitted in accordance 45 with item 4 of the Shaft Installation Plan. J 46 _ry 47 The sixth paragraph is revised to read: 48 49 The excavated shaft shall be inspected and receive acceptance by the Engineer prior to 50 proceeding with construction. 51 Kent Regional Trails Connector/Madfai AMD - 93 February 17, 2016 Federal Aid Number: CM-0615 (008) a Project Number: 13-3006 r L 1 6-16.3(6)B Temporary Lagging 2 The second paragraph (up until the colon) is revised to read: ' 3 �. 4 The Contractor shall submit Type 2E Working Drawings consisting of the soldier pile wall 5 lagging design details and supporting design calculations. The submittal shall include, at a 6 minimum, the following: 7 8 In item number 4 of the second paragraph, "approved by" is revised to read "acceptable to". r 9 10 The last paragraph (excluding the table) is revised to read: 11 r- 12 Notwithstanding the requirements of Section 1-06.1, steel materials used by the Contractor as 13 temporary lagging may be salvaged steel provided that the use of such salvaged steel L' 14 materials shall be subject to visual inspection and acceptance by the Engineer. For salvaged r 15 steel materials where the grade of steel cannot be positively identified, the design stresses for 16 the steel shall conform to the Section 6-02.3(17)B requirements for salvaged steel, regardless L 17 of whether rivets are present or not. 18 19 6-16.3(6)D Installing Lagging and Permanent Ground Anchor L 20 In the last sentence of the second paragraph, the phrase "as approved by the Engineer" is deleted. 21 r 22 In the last sentence of the fourth paragraph, the phrase "as approved by the Engineer" is deleted. L 23 24 6-16.3(8) Concrete Fascia Panel r 25 In the first paragraph, the phrase "as approved by the Engineer' is deleted. 26 27 28 6-17.AP6 L 29 Section 6-17, Permanent Ground Anchors . 30 August 3, 2015 L 31 6-17.3(3) Submittals F' 32 The first paragraph is revised to read: L 33 34 The Contractor shall submit Type 2E Working Drawings consisting of details and structural 35 design calculations for the ground anchor system or systems intended for use. r 36 L 37 The second paragraph is revised to read: 38 39 The Contractor shall submit a Type 1 Working Drawing consisting of a detailed description of L 40 the construction procedure proposed for use. 41 r- 42 The third paragraph (up until the colon) is revised to read: 43 44 The Contractor shall submit a Type 2 Working Drawing consisting of ground anchor schedule 45 giving: L 46 47 In the fourth paragraph, the first sentence is revised to read: 48 49 The Contractor shall submit a Type 2 Working Drawing detailing the ground anchor tendon L 50 and the corrosion protection system. 51 r 52 In the fourth paragraph, item number 3 is revised to read: L Kent Regional Trails Connector/Madfai AMD - 94 February 17, 2016 .. Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. _a 1 2 3. Unbonded length corrosion protection system, including the permanent rubber seal 3 between the trumpet and the tendon unbonded length corrosion protection and the 4 transition between the tendon bond length and the unbonded tendon length corrosion 5 protection. 6 7 The last five paragraphs are deleted and replaced with the following four new paragraphs: 8 9 The Contractor shall submit Type 2 Working Drawings consisting of shop plans as specified in 10 Section 6-03.3(7)for all structural steel, including the permanent ground anchors. 11 12 The Contractor shall submit Type 1 Working Drawings consisting of the mix design for the 13 grout conforming to Section 9-20.3(4) and the procedures for placing the grout. The 14 Contractor shall also submit the methods and materials used in filling the annulus over the 15 unbonded length of the anchor. 16 17 The Contractor shall submit Type 2 Working Drawings consisting of the method proposed to 18 be followed for the permanent ground anchor testing. This shall include all necessary 19 drawings and details to clearly describe the method proposed. 20 21 The Contractor shall submit Type 2 Working Drawings consisting of calibration data for each 22 load cell, test jack, pressure gauge and master pressure gauge to be used. The calibration 23 tests shall have been performed by an independent testing laboratory and tests shall have 24 been performed within 60 calendar days of the date submitted. 25 26 6-17.3(5) Tendon Fabrication 27 In the tenth paragraph, the last sentence is deleted. 28 29 The twelfth paragraph is revised to read: 30 31 The total anchor length shall not be less than that indicated in the Plans or the Working 32 Drawing submittal. 33 34 In the last paragraph, the phrase "as approved by the Engineer" is deleted. J 35 36 6-17.3(7) Installing Permanent Ground Anchor 37 In the second paragraph, the third sentence is revised to read: 38 39 The Contractor's method to prevent ground movement shall be submitted as a Type 2 40 Working Drawing. 41 42 In the second paragraph, the second to last sentence is revised to read: 43 44 At the point of entry the ground anchor shall be installed within plus or minus three degrees of J 45 the inclination from horizontal shown in the Plans or the Working Drawing submittal. 46 47 6-18.AP6 J 48 Section 6-18, Shotcrete Facing J 49 January 5, 2015 50 6-18.3(1) Submittals 51 In the first paragraph, the first sentence (up until the colon) is revised to read: 52 Kent Regional Trails Connector/Madfai AMD - 95 February 17, 2016 Federal Aid Number: CM-0615 (008) _, Project Number: 13-3006 r 1 The Contractor shall submit Type 2 Working Drawings consisting of the following: 2 r, 3 In the first paragraph, item number 2 is revised to read: 4 5 2. Method and equipment used to apply, finish and cure the shotcrete facing. 6 7 The last paragraph is deleted. 8 r~ 9 6-18.3(2) Mix Design 10 In the first paragraph, the second and third sentences are deleted. 11 12 In the last sentence of the second paragraph, "and approved by the Engineer" is deleted. L 13 14 6-18.3(3)A Preproduction Testing r 15 In the last sentence, "approved" is revised to read "accepted". 16 L. 17 6-18.3(7) Shotcrete Application 18 In the last paragraph, the first sentence is revised to read: 19 20 If field inspection or testing, by the Engineer, indicates that any shotcrete produced, fails to 21 meet the requirements, the Contractor shall immediately modify procedures, equipment, or 22 system, as necessary to produce specification material. 23 24 6-19.AP6 ' L 25 Section 6-19, Shafts 26 August 3, 2015 L. 27 6-19.3(2) Shaft Construction Submittal 28 The last sentence is revised to read: 29 L 30 The submittals shall be Type 2 Working Drawings, except the shaft slurry technical assistance 31 submittal shall be Type 1. F. 32 L 33 6-19.3(3) Shaft Excavation 34 In the first paragraph, the phrase "as approved by the Engineer" is deleted. 35 L 36 6-19.3(3)B4 Temporary Telescoping Shaft Casing 37 In the first paragraph, the first sentence of item number 1 is revised to read: r 38 L 39 The Contractor shall submit the request to use temporary telescoping casing as a Type 2 40 Working Drawing. 41 r 42 6-19.3(3)D Bottom of Shaft Excavation L 43 In the first sentence of the second paragraph, "approved" is revised to read "accepted". 44 r 45 6-19.3(3)E Shaft Obstruction L 46 In the last sentence, "approved" is revised to read "accepted". 47 r 48 6-19.3(3)F Voids Between Permanent Casing and Shaft Excavation L 49 In the last sentence, the words "and as approved by the Engineer" are deleted. 50 r Kent Regional Trails Connector/Madfai AMD - 96 February 17. 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 6-19.3(3)G Operating Shaft Excavation Equipment From an Existing Bridge 2 The second sentence is revised to read: 3 4 If necessary and safe to do so, and if the Contractor submits a Type 2 Working Drawing 5 consisting of a written request in accordance with Section 6-01.6, the Engineer may permit 6 operation of drilling equipment on a bridge. 7 8 6-19.3(3)H Seals for Shaft Excavation in Water 9 The first paragraph is revised to read: 10 11 When shafts are constructed in water and the Plans show a seal between the casing shoring 12 and the upper portion of the permanent casing of the shaft, the Contractor shall construct a 13 seal in accordance with the shaft installation narrative specified in Section 6-19.3(2)B Item 7. 14 15 The last sentence of the last paragraph is revised to read: 16 17 If the Contractor uses a casing sharing diameter other than that specified in the Plans, the 18 Contractor shall submit a revised seal design in accordance with Section 6-19.3(2)B Item 7. 19 20 6-19.3(4)C Slurry Sampling and Testing 21 The second to last sentence of the first paragraph is revised to read: 22 23 Synthetic slurry shall conform to Section 9-36.2(2), the quality control plan included in the 24 shaft installation narrative in accordance with Section 6-19.3(2)B Item 4. 25 26 The second sentence of the second paragraph is revised to read: 27 28 These records shall be submitted as a Type 1 Working Drawing once the slurry system has 29 been established in the first drilled shaft on the project. 30 31 6-19.3(4)E Maintenance of a Stable Shaft Excavation 32 In the last sentence of the first paragraph, "approval" is revised to read "review". 33 34 6-19.3(4)F Disposal of Slurry and Slurry Contacted Spoils 35 This section is revised to read: _ 36 37 The Contractor shall manage and dispose of the slurry wastewater in accordance with Section 38 8-01.3(1)C. Slurry-contacted spoils shall be disposed of as specified in the shaft installation 39 narrative in accordance with Section 6-19.3(2)B, item 8, and in accordance with the following 40 requirements: 41 42 1. Uncontaminated spoils in contact with water-only slurry may be disposed of as clean 43 fill. 44 45 2. Uncontaminated spoils in contact with water slurry mixed with fiocculants approved in 46 Section 8-01.3(1)C3 may be disposed of as clean fill away from areas that drain to 47 surface waters of the state. J 48 49 3. Spoils in contact with synthetic slurry or water slurry with polymer-based additives or 50 fiocculants not approved in Section 8-01.3(1)C3 shall be disposed of in accordance 51 with Section 2-03.3(7)C. With permission of the Engineer, the Contractor may re-use 52 these spoils on-site. 53 Kent Regional Trails Connector/Madfai AMD - 97 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r-• 1 4. Spoils in contact with mineral slurry shall be disposed of in accordance with Section 2 2-03.3(7)C. With permission of the Engineer, the Contractor may re-use these spoils r 3 on-site. L 4 5 6-19.3(5)A Steel Reinforcing Bar Cage Assembly r 6 In the second to last sentence of the first paragraph, the phrase "as approved by the Engineer" is L. 7 deleted. 8 r 9 6-19.3(5)D Steel Reinforcing Bar Cage Support at Base of Shaft Excavation 10 The first sentence is revised to read: 11 12 For shafts with temporary casing within 15-feet of the bottom of shaft elevation as specified in 13 the Plans, the Contractor may place quarry spalls or other rock backfill acceptable to the 14 Engineer into the shaft below the specified bottom of shaft elevation as a means to support the 15 steel reinforcing bar cage, provided that the materials and means to accomplish this have 16 been addressed by the shaft installation narrative, as specified in Section 6-19.3(2)B Item 9. . 17 18 6-19.3(6)C Care for CSL Access Tubes From Erection Through CSL Testing r 19 In the last sentence, "as approved by the Engineer" is revised to read "acceptable to the Engineer". L 20 21 6-19.3(8)C Requirements for Leaving Temporary Casing in Place 22 Item number 1 (up until the colon) is revised to read: L 23 24 1. The Contractor shall submit a Type 2E Working Drawing of the following information: 25 . 26 In item C. of item number 1, the phrase "in accordance with Section 6-01.9" is deleted. 27 28 Item number 2 is deleted. L 29 30 6-19.3(9)D Requirements to Continue Shaft Excavation Prior to Acceptance of First r- 31 Shaft 32 This section is revised to read: 33 �— 34 Except as otherwise noted, the Contractor shall not commence subsequent shaft excavations L 35 until receiving the Engineer's acceptance of the first shaft, based on the results and analysis of 36 the crosshole sonic log testing for the first shaft. The Contractor may commence subsequent r 37 shaft excavations prior to receiving the Engineer's acceptance of the first shaft, provided the 38 following condition is satisfied: L 39 40 The Engineer permits continuing with shaft construction based on the Engineer's 41 observations of the construction of the first shaft, including, but not limited to, L 42 conformance to the shaft installation narrative in accordance with Section 6-19.3(2)B, and 43 the Engineer's review of Contractor's daily reports and Inspector's daily logs concerning 44 excavation, steel reinforcing bar placement, and concrete placement. L 45 46 6-19.3(9)F Contractor's Investigation and Remedial Action Plan 47 This section is revised to read: L 48 49 For all shafts determined to be unacceptable, the Contractor shall submit a Type 2 Working 50 Drawing consisting of a plan for further investigation or remedial action. All modifications to 51 the dimensions of the shafts, as shown in the Plans, required by the investigation and 52 remedial action plan shall be supported by calculations and working drawings. All r 53 investigation and remedial correction procedures and designs shall be submitted. 54 Kent Regional Trails Connector/Madfai AMD - 98 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 6-19.3(9)H Cored Holes 2 The first sentence of the second paragraph is revised to read: -J 3 4 Prior to beginning coring, the Contractor shall submit Type 2 Working Drawings consisting of 5 the method and equipment used to drill and remove cores from shaft concrete. 6 7 6-19.4 Measurement 8 The ninth paragraph is revised to read: 9 10 Steel reinforcing bar for shaft and epoxy-coated steel reinforcing bar for shaft will be measured 11 as specified in Section 6-02.4. 12 13 6-19.AP6 14 Section 6-19, Shafts 15 January 4, 2016 16 6-19.4 Measurement 17 The first paragraph is revised to read: 18 19 Soil excavation for shaft, including haul, will be measured by the cubic yards of shaft 20 excavated. The cubic yards will be computed using the shaft diameter, top of shaft elevation 21 and bottom of shaft elevation shown in the Plans, less all rock excavation measured as 22 specified for rock excavation. Excavation between the existing ground line and the top of shaft 23 elevation is considered incidental to soil excavation for shaft and will not be measured. 24 25 The second paragraph is deleted. 26 27 6-19.5 Payment 28 The following new paragraph is inserted before the second to last paragraph: 29 30 If drilled shaft tools, cutting teeth, casing or Kelly bar is damaged as a result of the obstruction 31 removal work, the Contractor will be compensated for the costs to repair this equipment in 32 accordance with Section 1-09.6. 33 34 6-19.5 Payment 35 January 4, 2016 36 The paragraph following the bid item "Soil Excavation For Shaft Including Haul", per cubic yard is 37 revised to read: 38 39 The unit Contract price per cubic yard for"Soil Excavation For Shaft Including Haul' shall be 40 full pay for performing the work as specified, including all costs in connection with furnishing, 41 mixing, placing, maintaining, containing, collecting, and disposing of all mineral, synthetic, and J 42 water slurry, and disposing of groundwater collected by the shaft excavation, and the 43 incidental excavation of soils between the top of shaft elevation shown in the Plans and the 44 existing ground line. 45 J Kent Regional Trails Connector/Madfai AMD - 99 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r L 1 7-02.AP7 r 2 Section 7-02, Culverts L 3 August 3, 2015 r 4 7-02.2 Materials L 5 This first two paragraphs are revised to read: 6 7 Materials shall meet the requirements of the following Sections: 8 9 Portland Cement 9-01 10 Aggregate for Portland Cement Concrete 9-03.1 L 11 Plain Concrete Culvert Pipe 9-05.3(1) 12 Reinforced Concrete Culvert Pipe 9-05.3(2) r 13 Beveled Concrete End Sections 9-05.3(3) L 14 Steel Culvert Pipe and Pipe Arch 9-05.4 15 Steel Nestable Pipe and Pipe Arch 9-05.4(8) r 16 Steel End Sections 9-05.4(9) 17 Aluminum Culvert Pipe 9-05.5 18 Aluminum End Sections 9-05.5(6) 19 Solid Wall PVC Culvert Pipe 9-05.12(1) r 20 Profile Wall PVC Culvert Pipe 9-05.12(2) L 21 Corrugated Polyethylene Culvert Pipe 9-05.19 22 Steel Rib Reinforced Polyethylene Culvert Pipe 9-05.21 23 High-Density Polyethylene (HDPE) Pipe 9-05.23 24 Polypropylene Culvert Pipe 9-05.24 25 Steel Reinforcing Bar 9-07.2 r 26 Epoxy-Coated Steel Reinforcing Bar 9-07.3 27 Wire Mesh 9-07.7 28 Deformed Wire 9-07.8 r 29 Cold Drawn Wire 9-07.9 L 30 Grout 9-20.3(2) 31 Mortar 9-20.4 r 32 Concrete Curing Materials and Admixtures 9-23 33 L. 34 This section is supplemented with the following new paragraph: 35 36 Elastomeric gaskets shall conform to ASTM D 1056 Type 2 Class C Grade 1. L. 37 38 7-02.3 Construction Requirements 39 This section is supplemented with the following new sub-sections: L 40 41 7-02.3(6) Precast Reinf. Conc. Three Sided Structures, Box Culverts and Split Box r 42 Culverts 43 The Contractor shall design, fabricate, and erect precast reinforced concrete three sided 44 structures (PRCTSS), precast reinforced concrete box culverts (PRCBC), and precast 45 reinforced concrete split box culverts (PRCSBC) in accordance with these specifications and L 46 the details shown in the Plans, including associated footings, slab bases, wingwalls, cutoff 47 walls, and headwalls. 48 49 7-02.3(6)A General L 50 Except as otherwise noted by these specifications, the precast Structures (PRCTSS, 51 PRCBC and PRCSBC) shall conform to all requirements of Section 6-02.3(28). r 52 L Kent Regional Trails Connector/Madfai AMD - 100 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L _J 1 7-02.3(6)A1 Design Criteria ' 2 The precast Structures shall be designed for a minimum service life of 75-years in _J 3 accordance with the WSDOT Geotechnical Design Manual (M46-03), WSDOT Bridge 4 Design Manual LRFD (M23-50), and AASHTO LRFD Bridge Design Specifications, 5 latest edition and current interims in effect on the Bid advertising date, including an 6 HL-93 vehicular live load. Live load for the Extreme Event-I Limit State shall be 7 applied in accordance with WSDOT Bridge Design Manual LRFD (M23-50) Section 8 3.5. 9 10 Precast Structures with an overall span length greater than 20-feet (measured along 11 the centerline of Roadway from inside face to inside face of hydraulic opening) shall 12 be designed for seismic loads in accordance with FHWA-NHI-10-034, Technical 13 Manual for Design and Construction of Road Tunnels—Civil Elements, Chapter 13. 14 The AASHTO LRFD Bridge Design Specifications Section 12.6.1 exemption from 15 seismic loading does not apply. The design shall evaluate the seismic effects of 16 transient racking deformations. 17 18 Wingwalls, cutoff walls, and headwalls associated with the precast Structures shall 19 be designed in accordance with the WSDOT Geotechnical Design Manual (M46-03) 20 and Chapter 11 of AASHTO LRFD Bridge Design Specifications, latest edition and 21 current interims in effect on the Bid advertising date, including seismic loads. 22 23 The Contractor shall use the geotechnical report prepared for this project and 24 available through the source(s)specified in the Special Provisions under Section 1- 25 02.4(2). 26 27 Whenever the minimum finished backfill or surfacing depth above the top of the 28 Structure is less than 1'-0" (except when the top of the Structure is directly exposed 29 to vehicular traffic), either all steel reinforcing bars in the span unit shall be epoxy- 30 coated with 1-1/2" minimum concrete cover from the face of concrete to the face of 31 the top mat of steel reinforcing bars, or the minimum concrete cover shall be 2-1/2". 32 Whenever the top of the Structure is directly exposed to vehicular traffic, all steel 33 reinforcing bars in the span unit shall be epoxy-coated and the minimum concrete 34 cover dimension from face of concrete to the face of the top mat of steel reinforcing 35 bars shall be 2-1/2". Concrete cover from the face of any concrete surface to the face 36 of any steel reinforcement shall be 1-inch minimum at all other locations. 37 38 7-02.3(6)A2 Submittals 39 The Contractor shall submit Type 2E Working Drawings consisting of shop drawings 40 of the precast Structures with supporting design calculations. 41 42 In addition to items 1 through 6 under shop drawing content requirements in Section 43 6-02.3(28)A, the following shop drawing details shall be submitted: 44 45 1. Footing and slab base details for PRCTSS. 46 47 2. Wingwall, headwall, and cutoff wall details. � 48 49 3. Erection and backfill procedure. 50 51 4. Complete, site specific, itemized bar list for all steel reinforcement. 52 Kent Regional Trails Connector/Madfai AMD - 101 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 w 1 If water is expected to be present in the excavation, or is found to be present once 2 excavation begins, the Contractor shall submit a Type 2 Working Drawing consisting 3 of a dewatering plan. 4 5 For precast Structures with a span length greater than 20-feet (as defined in Section 6 7-02.3(6)A1), the Working Drawing submittal shall include a load rating prepared in 7 accordance with the AASHTO Manual for Bridge Evaluation and WSDOT Bridge 8 Design Manual LRFD (M23-50) Section 13. Soil pressures used shall include effects r 9 from the backfill material and compaction methods, and shall be in accordance with 10 the WSDOT Geotechnical Design Manual (M46-03) and the geotechnical report 11 prepared for the project. 12 13 7-02.3(6)A3 Casting r- 14 Concrete shall conform to Section 6-02.3(28)B, with a 28-day compressive strength 15 as specified in the Working Drawings submittal. r 16 L, 17 7-02.3(6)A4 Excavation and Bedding Preparation 18 All excavated material shall be disposed of in accordance with Section 2-09.3(1)D. r' 19 L. 20 If water is present within the excavation, the Contractor shall dewater the excavated 21 area in accordance with the dewatering plan Working Drawing submittal before 22 placing the bedding material. L 23 24 The bedding for the precast Structure, consisting of the backfill elements shown in r- 25 the Plans, shall be placed and compacted in accordance with Section 7-08.3(1)C. L 26 27 7-02.3(6)B Precast Reinf. Conc. Three Sided Structures (PRCTSS) rl-. 28 7-02.3(6)B1 Design Criteria 29 In addition to the design criteria specified in Section 7-02.3(6)A1, the following shall 30 apply. 31 32 PRCTSS shall be precast rigid frames with monolithic upper corners internally L 33 reinforced for moment and shear resistance, except as otherwise noted. Connecting 34 separate and individually precast concrete panels together to form the specified three ' 35 sided frame geometry is acceptable provided the Structure system provides moment L_ 36 and shear resistance from the lateral load from backfill placed full width and full 37 height at one side only of the PRCTSS. F 38 IL 39 7-02.3(6)B2 Finishing 40 The Contractor shall mark the following information, using waterproof paint, on the F 41 inside of a vertical leg of each precast section of the Structure: L 42 43 1. PRCTSS span and rise dimensions, minimum and maximum design earth 44 cover dimensions, and vehicular live load for design (HL-93). r 45 �` 46 2. WSDOT Contract Number and date of fabrication. 47 48 3. Name or trademark of the fabricator. L 49 50 7-02.3(6)B3 Erection 51 PRCTSS shall be erected and backfilled in accordance with the erection sequence L 52 specified in the processed Working Drawings, and the construction equipment 53 restrictions specified in Section 6-02.3(25)0. r 54 L Kent Regional Trails Connector/Madfai AMD - 102 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 Adjacent precast sections shall be connected by welding the weld-tie anchors in 2 accordance with Section 6-02.3(25)0. After connecting the weld-tie anchors, the 3 Contractor shall paint the exposed metal surfaces with one coat of field primer 4 conforming to Section 9-08.1(2)F. Keyways shall be filled with grout conforming to 5 Section 6-02.3(25)0. 6 J 7 7-02.3(6)C Precast Reinf. Conc. Box Culverts (PRCBC) and Precast Reinf. Conc. 8 Split Box Culverts (PRCSBC) 9 7-02.3(6)C1 Casting 10 PRCSBC shall consist of lid elements and "U" shaped base elements. The vertical 11 legs of the "U" shaped base elements shall be full height matching the rise of the 12 culvert, except as otherwise specified for culvert spans greater than 20-feet. For a 13 PRCSBC spans greater than 20-feet (as defined in Section 7-02.3(6)A1), the lid 14 elements may include vertical legs of a maximum length of 4-feet, provided the legs 15 of the base and top units are connected in accordance with Section 7-02.3(6)C3. -� 16 17 The joints of the "U" shaped base elements and the lid elements shall be staggered 18 such that the lid element joints occur between quarter-points of the base element. J 19 20 When the top unit includes vertical legs, the legs of the base and top units shall be 21 connected by weld-tie anchors in accordance with Section 6-02.3(25)0. The weld-tie 22 anchor spacing shall not exceed 6'-0". 23 24 7-02.3(6)C2 Finishing 25 The following information shall be legibly and permanently marked on one inside face 26 of each PRCBC element, or one inside face of each PRCSBC "U" shaped base 27 element by indentation, waterproof paint, or other means acceptable to the Engineer: 28 29 1. Box section span and rise dimensions, minimum and maximum design 30 earth cover dimensions, and vehicular live load for design (HL-93). 31 32 2. WSDOT Contract Number and date of fabrication. 33 34 3. Name or trademark of the fabricator. 35 36 7-02.3(6)C3 Erection 37 PRCBC and PRCSBC shall be erected and backfilled in accordance with the erection 38 sequence specified in the Working Drawing submittal, and the construction 39 equipment restrictions specified in Section 6-02.3(25)0. 40 41 Elastomeric gaskets shall be installed at all joints between precast elements (except 42 weld-tie connected joints), and shall be in full contact with both precast elements at 43 the joint prior to the remainder of the joint being completely filled with grout. 44 45 When the top unit of a PRCSBC includes vertical legs, the legs of the base and top 46 units shall be connected by welding the weld-tie anchors in accordance with Section 47 6-02.3(25)0. After connecting the weld-tie anchors, the Contractor shall paint the - 48 exposed metal surfaces with one coat of field primer conforming to Section 9- 49 08.1(2)F. Keyways shall be filled with grout conforming to Section 6-02.3(25)0. 50 51 7-02.5 Payment 52 This section is supplemented with the following three new Bid items: 53 54 "Precast Reinf. Conc. Three Sided Structure No._", lump sum. Kent Regional Trails Connector/Madfai AMD - 103 February 17, 2016 Federal Aid Number: CM-0615 (008) ,_� Project Number: 13-3006 r, L 1 2 "Precast Reinf. Conc. Box Culvert No._", lump sum. r 3 L. 4 "Precast Reinf. Conc. Split Box Culvert No._", lump sum. 5 r 6 8-01.AP8 7 Section 8-01, Erosion Control and Water Pollution Control r 8 August 3, 2015 9 8-01.2 Materials r 10 This section is supplemented with the following new paragraph: L 11 12 For all seed the Contractor shall furnish the Engineer with the following documentation: { 13 L 14 1. The state or provincial seed dealer license and endorsements. 15 16 2. Copies of Washington State Department of Agriculture (WSDA) test results on each 17 lot of seed. Test results must be within six months prior to the date of application. L 18 19 Section 8-01, Erosion Control and Water Pollution Control L 20 January 4, 2016 r- 21 8-01.2 Materials L 22 This section is supplemented with the following new paragraph: 23 24 Recycled concrete, in any form, shall not be used for any Work defined in Section 8-01. 25 26 8-01.3(1)A Submittals F- 27 The first sentence in the second paragraph is revised to read: L 28 29 Modified TESC Plans shall meet all requirements of the current edition of the WSDOT ' 30 Temporary Erosion and Sediment Control Manual M 3109. 31 L 32 8-01.3(1)C Water Management `. 33 Items number 1 through 3 are deleted. L 34 35 This section is supplemented with the following new subsections: 36 37 8-01.3(1)C1 Disposal of Dewatering Water L 38 When uncontaminated groundwater with a pH range of 6.5—8.5 is encountered in an 39 excavation on a project covered by a NPDES Construction Stormwater General Permit, it may 40 be disposed of as follows: L 41 42 1. When the turbidity of the groundwater is 25 NTU or less, it may bypass detention and 43 treatment facilities and be discharged into the stormwater conveyance system at a 44 rate that will not cause erosion or flooding in the receiving surface water body. 45 r 46 2. When the turbidity of the groundwater is not more than 25 NTU above or 125% of the L 47 turbidity of the site stormwater runoff, whichever is greater, the same detention and 48 treatment facilities as used to treat the site runoff may be used. r 49 L Kent Regional Trails Connector/Madfai AMD - 104 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 3. When the turbidity of the groundwater is more than 25 NTU above or 125% of the 2 turbidity of the site stormwater runoff, whichever is greater, the groundwater shall be -� 3 treated separately from the site stormwater. 4 5 Alternatively, the Contractor may pursue independent disposal and treatment alternatives that 6 do not use the stormwater conveyance system. 7 8 8-01.3(1)C2 Process Wastewater 9 Wastewater generated on-site as a byproduct of a construction process shall not be 10 discharged to surface waters of the State. Some sources of process wastewater may be 11 infiltrated in accordance with the NPDES Construction Stormwater General Permit. 12 13 8-01.3(1)C3 Shaft Drilling Slurry Wastewater 14 Wastewater generated on-site during shaft drilling activity shall be managed and disposed of 15 in accordance with the requirements below. No shaft drilling slurry wastewater shall be 16 discharged to surface waters of the State. Neither the sediment nor liquid portions of the shaft 17 drilling slurry wastewater shall be contaminated, as detectable by visible or olfactory indication 18 (e.g., chemical sheen or smell). 19 20 1. Water-only shaft drilling slurry or water slurry with approved flocculants maybe 21 infiltrated on-site. Flocculants used shall meet the requirements of Section 9-14.5(1) 22 or shall be chitosan products listed as General Use Level Designation (GULD) on the 23 Department of Ecology's stormwater treatment technologies webpage for construction 24 treatment. Infiltration is permitted if the following requirements are met: 25 26 a. Wastewater shall have a pH of 6.5—8.5 prior to discharge. 27 28 b. The source water meets drinking water standards or the Groundwater Quality 29 Criteria listed in WAC 173-200-040. 30 31 c. The amount of flocculant added to the slurry shall be kept to the minimum 32 needed to adequately settle out solids. The flocculant shall be thoroughly mixed 33 into the slurry. 34 35 d. Infiltration locations shall be at least 100 feet away from surface waters, wells, 36 on-site sewage systems, aquifer-sensitive recharge areas, sole source aquifers, 37 and well-head protection areas. Before infiltration begins, there shall be a 38 minimum of 5 feet of unsaturated soil between the soil surface receiving the 39 wastewater for infiltration and the groundwater surface (i.e., saturated soil). 40 41 e. The slurry removed from the shaft shall be contained in a leak proof cell or tank 42 for a minimum of 3 hours. 43 44 f. Within a 24 hour period, a maximum of 21,000 gallons of slurry wastewater may 45 be infiltrated in an infiltration location. The infiltration rate shall be reduced if 46 needed to prevent wastewater from leaving the infiltration location. The infiltration 47 site shall be monitored regularly during infiltration activity. All wastewater 48 discharged to the ground must fully infiltrate and discharges must stop before the 49 end of each work day. 50 J 51 g. After infiltration activity is complete, loose sediment in the infiltration location that 52 may have resulted from the infiltration activity or the removal of BMPs used to 53 manage infiltration activity shall be stabilized to prevent mobilization by 54 stormwater runoff. Kent Regional Trails Connector/Madfai AMD - 105 February 17, 2016 Federal Aid Number: CM-0615 (008) _� Project Number: 13-3006 r L 1 2 h. Drilling spoils and settled sediments remaining in the containment cell or tank r 3 shall be disposed of in accordance with Section 6-19.3(4)F. L 4 5 L Infiltration locations shall be marked on the on-site temporary erosion and 6 sediment control (TESC) plan sheets before the infiltration activity begins. L 7 8 j. Prior to infiltrating water-only shaft drilling slurry or water slurry with approved r 9 flocculants, the Contractor shall submit a Shaft Drilling Slurry Wastewater 10 Management and Infiltration Plan as a Type 2 Working Drawing. This Plan shall 11 be kept on-site, adapted if needed to meet the construction requirements, and r- 12 updated to reflect what is being done in the field. The Working Drawing shall 13 include, at a minimum, the following information: L 14 r- 15 i. Plan sheet showing the proposed infiltration location and all surface waters, 16 wells, on-site sewage systems, aquifer-sensitive recharge areas, sole 17 source aquifers, and well-head protection areas within 150 feet. 18 19 ii. The proposed elevation of soil surface receiving the wastewater for L 20 infiltration and the anticipated phreatic surface (i.e., saturated soil). 21 r 22 iii. The source of the water used to produce the slurry. L 23 24 iv. The estimated total volume of wastewater to be infiltrated. 25 L 26 v. The approved flocculant to be used (if any). 27 r 28 vi. The controls or methods (e.g., trenches, traps, berms, silt fence, dispersion, L 29 or discharge metering devices) that will be used to prevent surface 30 wastewater runoff from leaving the infiltration location. The Working 31 Drawing shall include all pertinent design details (e.g., sizing of trenches or :L 32 traps, placement or height of berms, application techniques) needed to 33 demonstrate the proposed controls or methods are adequate to prevent 34 surface wastewater runoff from leaving the infiltration location. IF 35 L 36 vii. The strategy for removing slurry wastewater from the shaft and containing 37 the slurry wastewater once it has been removed from the shaft. 38 L 39 viii. The strategy for monitoring infiltration activity and adapting methods to 40 ensure compliance. F 41 L 42 ix. A contingency plan that can be implemented immediately if it becomes 43 evident that the controls in place or methods being used are not adequate. 44 45 x. The strategy for cleaning up the infiltration location after the infiltration L 46 activity is done. Cleanup shall include stabilizing any loose sediment on the 47 surface within the infiltration area generated as a byproduct of suspended 48 solids in the infiltrated wastewater or soil disturbance associated with BMP 49 placement and removal. 50 51 2. Shaft drilling mineral slurry, synthetic slurry, or slurry with polymer additives not L 52 approved for infiltration shall be contained and disposed of by the Contractor at an 53 approved disposal facility in accordance with Section 2-03.3(7)C. Spoils that have L Kent Regional Trails Connector/Madfai AMD - 106 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 1 come into contact with mineral slurry shall be disposed of in accordance with Section 2 6-19.3(4)F. 3 4 8-01.3(1)C4 Management of Off-Site Water 5 Prior to disruption of the normal watercourse, the Contractor shall intercept the off-site surface 6 water and pipe it either through or around the project site to prevent it from coming into contact 7 with construction activity or mixing with construction stormwater. It shall be discharged at its 8 preconstruction outfall point in such a manner that there is no increase in erosion downstream 9 of the site. The Contractor shall submit a Type 2 Working Drawing consisting of the method for 10 performing this Work. 11 12 8-01.3(2)A Preparation for Application 13 This section's content is deleted and replaced with the following two new subsections: 14 15 8-01.3(2)A1 Seeding 16 Areas to be cultivated are shown in the Plans or specified in the Special Provisions. The areas 17 shall be cultivated to the depths specified to provide a reasonably firm but friable seedbed. 18 Cultivation shall take place no sooner than 2 weeks prior to seeding. 19 20 All areas to be seeded, including excavated slopes shall be compacted and prepared unless 21 otherwise specified or ordered by the Engineer. A cleated roller, crawler tractor, or similar 22 equipment that forms longitudinal depressions at least 2 inches deep shall be used for 23 compaction and preparation of the surface to be seeded. 24 25 The entire area shall be uniformly covered with longitudinal depressions formed perpendicular 26 to the natural flow of water on the slope. The soil shall be conditioned with sufficient water so 27 the longitudinal depressions remain in the soil surface until completion of the seeding. 28 29 Prior to seeding, the finished grade of the soil shall be 1 inch below the top of all curbs, 30 junction and valve boxes, walks, driveways, and other Structures. The soil shall be in a weed 31 free and bare condition. 32 33 All bags of seed shall be brought to the site in sealed bags and shall have seed labels 34 attached showing the seed meets the Specifications. Seed which has become wet, moldy, or 35 otherwise damaged in transit or storage will not be accepted. 36 37 8-01.3(2)A2 Temporary Seeding 38 A cleated roller, crawler tractor, or similar equipment that forms longitudinal depressions at 39 least 2 inches deep shall be used for compaction and preparation of the surface to be seeded. 40 The entire area shall be uniformly covered with longitudinal depressions formed perpendicular 41 to the natural flow of water on the slope. The soil shall be conditioned with sufficient water so _J 42 the longitudinal depressions remain in the soil surface until completion of the seeding. 43 44 8-01.3(2)B Seeding and Fertilizing 45 In the list in the second paragraph, item numbers 1-5 are revised to read: 46 47 1. A hydro seeder that utilizes water as the carrying agent, and maintains continuous 48 agitation through paddle blades. It shall have an operating capacity sufficient to agitate, 49 suspend, and mix into a homogeneous slurry the specified amount of seed and water or 50 other material. Distribution and discharge lines shall be large enough to prevent stoppage 51 and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a 52 uniform distribution of the slurry. 53 Kent Regional Trails Connector/Madfai AMD - 107 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 1 2. Blower equipment with an adjustable disseminating device capable of maintaining a 2 constant, measured rate of material discharge that will ensure an even distribution of seed 3 at the rates specified. L, 4 5 3. Helicopters properly equipped for aerial seeding. 6 L; 7 4. Power-drawn drills or seeders. 8 r 9 5. Areas in which the above methods are impractical may be seeded by hand methods. L 10 11 8-01.3(2)C Liming r 12 This section including title is deleted in its entirety and replaced with the following: 13 14 8-01.3(2)C Vacant r 15 16 8-01.3(2)D Mulching ' 17 The first sentence of the second paragraph is revised to read: 18 ' 19 Distribution of straw mulch material shall be by means that utilizes forced air to blow mulch L. 20 material on seeded areas. 21 r- 22 8-01.3(11) Outlet Protection . 23 In the last sentence, "Section 9-13.6" is revised to read "Section 9-13.1(5)". 24 ' 25 8-01.4 Measurement L 26 In the twelfth paragraph, "liming" is deleted. 27 r 28 8-01.5 Payment �. 29 The bid item "Liming", per acre is deleted. 30 r 31 8-02.AP8 L. 32 Section 8-02, Roadside Restoration r- 33 January 5, 2015 L 34 8-02.3(1) Responsibility During Construction r, 35 The last sentence of the second paragraph is revised to read: L 36 37 This Work shall include keeping the planted and seeded areas free from insect infestation, . 38 weeds or unwanted vegetation, litter, and other debris along with retaining the finished grades L 39 and mulch in a neat uniform condition. 40 41 8-02.3(2) Roadside Work Plan r 42 This section's title is revised to read: . 43 44 Work Plans ' 45 L 46 This section's content is deleted in its entirety and replaced with the following new subsections: 47 r 48 8-02.3(2)A Roadside Work Plan L 49 Before starting any Work that disturbs the earth and as described in Sections 8-01, 8-02 and 50 8-03, the Contractor shall submit a roadside work plan. The roadside work plan shall be r` 51 submitted as a Type 1 Working Drawing and shall define the Work necessary to provide all L 52 Contract requirements, including: wetland excavation, soil preparation, habitat structure Kent Regional Trails Connector/Madfai AMD - 108 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. .J 1 placement, planting area preparation, seeding area preparation, bark mulch and compost 2 placement, seeding, planting, plant replacement, irrigation, and weed control in narrative form. 3 4 The Roadside Work Plan shall also include a copy of the approved progress schedule. 5 6 8-02.3(2)B Weed and Pest Control Plan 7 The Weed and Pest Control Plan shall be submitted as a Type 1 Working Drawing. The weed 8 and pest control plan shall include scheduling and methods of all control measures required 9 under the Contract or proposed by the Contractor including soil preparation methods to meet 10 the required soil surface conditions in the planting, bark mulch, and wetland areas. The weed 11 control plan shall show general weed control including hand, mechanical and chemical 12 methods, timing, application of herbicides including type, rate, use and timing, mowing, and 13 noxious weed control. Target weeds and unwanted vegetation to be removed shall be 14 identified and listed in the weed control plan. 15 16 The plan shall be prepared and signed by a licensed Commercial Pest Control Operator or 17 Consultant when chemical pesticides are proposed. The plan shall include methods of weed 18 control; dates of weed control operations; and the name, application rate, and Material Safety 19 Data Sheets of all proposed herbicides. In addition, the Contractor shall furnish the Engineer 20 with a copy of the current product label for each pesticide and spray adjuvant to be used. 21 These product labels shall be submitted with the weed control plan for approval. 22 23 8-02.3(2)C Plant Establishment Plan 24 The Plant Establishment Plan shall be prepared in accordance with the requirements of 25 Section 8-02.3(13) and submitted as a Type 1 Working Drawing. The Plan shall show the 26 proposed scheduling of activities, materials, equipment to be utilized for the first-year plant _ 27 establishment, and an emergency contact person. The Plan shall include the management of 28 the irrigation system, when applicable. Should the plan become unworkable at any time during 29 the first-year plant establishment, the Contractor shall submit a revised plan prior to 30 proceeding with further Work. 31 32 8-02.3(3) Weed and Pest Control 33 This section is supplemented with the following new paragraph: 34 35 Grass, including grass applied in accordance with Section 8-01, growing within the mulch ring 36 of a plant shall be considered a weed and be controlled on the project in accordance with the 37 weed and pest control plan. 38 39 8-02.3(4) Topsoil 40 The last sentence of the first paragraph is revised to read: 41 42 After the topsoil has been spread, all large clods, hard lumps, and rocks 2 inches in diameter 43 and larger, and litter shall be raked up, removed, and disposed of by the Contractor. 44 45 The following new paragraph is inserted after the first paragraph: 46 47 Topsoil stockpiled for project use shall be protected to prevent erosion and weed growth. J 48 Weed growth on topsoil stockpile sites shall be immediately eliminated in accordance with the 49 approved Weed and Pest Control Plan. 50 51 8-02.3(4)C Topsoil Type C 52 The last sentence is revised to read: 53 54 Topsoil Type C shall meet the requirements of Sections 8-02.3(4), 8-02.3(4)B, and 9-14.1(3). Kent Regional Trails Connector/Madfai AMD - 109 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- L. 1 2 8-02.3(12) Completion of Initial Planting r_ 3 Item number 4 in the last paragraph is deleted. L 4 5 8-02.3(13) Plant Establishment F' 6 The first sentence of the second paragraph is deleted. 7 8 The second paragraph is supplemented with the following new sentence: 9 L 10 The 1 calendar year shall be extended an amount equal to any periods where the Contractor 11 does not comply with the plant establishment plan. r- 12 L 13 The first sentence of the fourth paragraph is revised to read: 14 r, 15 During the first year of plant establishment under PSIPE (Plant Selection Including Plant 16 Establishment), the Contractor shall meet monthly with the Engineer for the purpose of joint L 17 inspection of the planting material on a mutually agreed upon schedule. 18 19 The last two paragraphs are deleted. L 20 21 8-02.4 Measurement 22 This section is supplemented with the following: - 23 24 Plant selection will be measured per each. 25 L. 26 PSIPE_(Plant Selection Including Plant Establishment)will be measured per each. 27 r~ 28 8-02.5 Payment 29 The paragraph following the bid item "Topsoil Type ", per acre is revised to read: 30 r- 31 The unit Contract price per acre for"Topsoil Type " shall be full payment for all costs for L 32 the specified Work. 33 34 The bid item "PSIPE_", per each and the paragraph following the bid item are revised to read: 35 L 36 "PSIPE ", per each. 37 38 The unit Contract price for"Plant Selection_", per each, and "PSIPE ", per each, shall 39 be full pay for all Work necessary for weed control within the planting area, planting area 40 preparation, fine grading, planting, cultivating, plant storage and protection, fertilizer and root 41 dip, staking, cleanup, and water necessary to complete planting operations as specified to the L 42 end of first year plant establishment. 43 f 44 The bid item "Plant Establishment- Year" is deleted. L 45 46 8-04.AP8 r^ 47 Section 8-04, Curbs, Gutters, and Spillways 48 January 5, 2015 49 8-04.2 Materials 50 The referenced section for the following item is revised to read: r 51 52 Hand Placed Riprap 9-13.1(4) . Kent Regional Trails Conn ector/Madfai AMD - 110 February 17, 2016 r, Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. _a 1 2 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways -_J 3 The first sentence in the fourth paragraph is revised to read: 4 5 Expansion joints in the curb or curb and gutter shall be spaced as shown in the Plans, and 6 placed at the beginning and ends of curb returns, drainage Structures, bridges, and cold joints 7 with existing curbs and gutters. 8 9 In the third sentence of the fourth paragraph, "'/4-inch" is revised to read "%-inch". 10 11 8-04.3(1)A Extruded Cement Concrete Curb 12 The second sentence in the second paragraph is revised to read: 13 14 Cement concrete curbs shall be anchored to the existing pavement by placing steel reinforcing 15 bars 1 foot on each side of every joint. 16 _ 17 The third paragraph is revised to read: 18 19 Steel reinforcing bars shall meet the dimensions shown in the Standard Plans. 20 21 8-09.AP8 22 Section 8-09, Raised Pavement Markers 23 April 7, 2014 24 8-09.3(6) Recessed Pavement Marker 25 The following sentence is inserted after the first sentence of the first paragraph: 26 27 The Contractor shall ensure that grinding of the pavement does not result in any damage, (e.g. 28 chipping, spalling or raveling)to the pavement to remain. 29 30 8-10.AP8 31 Section 8-10, Guide Posts 32 January 4, 2016 33 8-10.3 Construction Requirements 34 The last sentence of the second paragraph is deleted. 35 36 8-11.AP8 37 Section 8-11, Guardrail 38 April 7, 2014 39 8-11.3(1) Beam Guardrail 40 -� 41 After the below Amendments to 8-11.3(1)F and 8-11.3(1)G are applied, this section is 42 supplemented with the following new sub-section: 43 44 8-11.3(1)F Removing and Resetting Beam Guardrail 45 The Contractor shall remove and reset existing guardrail posts, rail element, hardware and 46 blocks to the location shown in the Plans. The mounting height of reset rail element shall be Kent Regional Trails Connector/Madfai AMD - 111 February 17, 2016 Federal Aid Number: CM-0615 (008) _�, Project Number: 13-3006 1 at the height shown in the Plans. The void caused by the removal of the post shall be 2 backfilled and compacted. 3 L, 4 The Contractor shall remove and replace any existing guardrail posts and blocks that are not 5 suited for re-use, as staked by the Engineer. The void caused by the removal of the post shall 6 be backfilled and compacted. The Contractor shall then furnish and install a new guardrail L, 7 post to provide the necessary mounting height. 8 9 8-11.3(1)A Erection of Posts 10 The second paragraph in this section is deleted. 11 r 12 8-11.3(1)C Terminal and Anchor Installation 13 The last sentence in the last paragraph is deleted. 14 15 8-11.3(1)F Plans L 16 This section number is revised to: 17 18 8-11.3(1)G r 19 20 8-11.3(1)G Guardrail Construction Exposed to Traffic 21 This section number is revised to: 22 23 8-11.3(1)H 24 r' 25 8-18.AP8 �- 26 Section 8-18, Mailbox Support 27 August 4, 2014 ►- 28 8-18.3(1) Type 3 Mailbox Support 29 In the third paragraph, the first sentence is revised to read: L 30 31 With the Engineer's consent, a Type 3 Mailbox Support design, made of steel or other durable 32 material, that meets the NCHRP 350 or the Manual for Assessing Safety Hardware (MASH) L 33 crash test criteria may be used in place of the design shown in the Standard Plans. 34 35 8-20.AP8 L_ 36 Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation . 37 Systems, and Electrical 38 August 3, 2015 r 39 8-20.2(1) Equipment List and Drawings 40 The second sentence of the second paragraph is revised to read: 41 42 Supplemental data would include such items as catalog cuts, product Specifications, shop r 43 drawings, wiring diagrams, etc. L 44 45 The third paragraph (up until the colon) is revised to read: 46 �- 47 If the luminaires are not listed in the Qualified Products List, the Contractor shall submit the 48 following information for each different type of luminaire required on the Contract: 49 Kent Regional Trails Connector/Madfai AMD - 112 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 The fourth paragraph (up until the colon) is revised to read: 2 3 The Contractor shall submit for approval Type 3E Working Drawings in accordance with 4 Section 1-05.3 for each of the following types of standards called for on this project: 5 6 The fifth paragraph is revised to read: 7 8 The Contractor will not be required to submit shop drawings for approval for light standards 9 and traffic signal standards conforming to the preapproved plans listed in the Special 10 Provisions. The Contractor may use preapproved plans posted on the WSDOT website with a 11 more current revision date than published in the Special Provisions. 12 13 8-20.3(1) General 14 The following six new paragraphs are inserted after the second paragraph: 15 16 If a portion of an existing communication conduit system is damaged due to the Contractor's 17 activities, the affected system shall be restored to original condition. Conduit shall be 18 repaired. Communication cables shall be replaced and the communication system shall be A 19 made fully operational within 24 hours of being damaged. 20 21 Damaged communication cable shall be replaced between existing termination or splice 22 points. No additional termination or splice points will be allowed. An existing termination or 23 splice point is defined as a location where all existing fiber strands or twisted pair wires are 24 terminated or spliced at one point. Communication cable shall be defined as either copper 25 twisted pair or fiber optic cables. The Contractor may use temporary splices to restore 26 Contracting Agency communication systems until the permanent communication cable system 27 is restored. 28 29 When damage to an existing communication system has occurred, the Contractor shall 30 perform the following in addition to other restoration requirements: 31 32 1. Inspect the communication raceway system including locate wire or tape to determine 33 the extent of damage. 34 35 2. Contact the Engineer for Fiber Optic Cable and Twisted Pair(TWP) Copper Cable 36 acceptance testing requirements and communication system restoration 37 requirements. 38 39 3. Initially perform the acceptance tests to determine the extent of damage and also 40 perform the acceptance tests after repairs are completed. Provide written certification 41 that the communication cable system, including the locate wire or tape, is restored to 42 test standard requirements. 43 44 Communication cables shall be restored by Contractor personnel that are WSDOT -' 45 prequalified for communication installation work. Restoration shall be considered electrical 46 work when the path of the communication system interfaces with electrical systems. Electrical 47 work of this nature shall be performed by Contractor personnel that are WSDOT prequalified J 48 for work on both electrical and communication systems. 49 50 If the Contractor or Subcontractors are unable or unqualified to complete the restoration work, A 51 the Engineer may have the communication or electrical systems restored by other means and 52 subtract the cost from the money that will be or is due the Contractor. 53 Kent Regional Trails Connector/Madfai AMD - 113 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 1 When field repair of existing conduit, innerduct or outerduct is required, the repair kits shall be 2 installed per manufacturer's recommendations. Repair kits and each connection point 3 between the repair kit and the existing raceway system shall be sealed to prevent air leakage L 4 during future cable installation. 5 6 8-20.3(5)B Conduit Type 7 This section is revised to read: 8 r 9 Conduit shall be rigid polyvinyl chloride (PVC), high density polyethylene (HOPE), rigid metal IR 10 or flexible metal depending on the application. 11 7 12 Rigid metal conduit shall be installed at the following locations: 13 14 1. Within railroad right of way. 15 r 16 2. All surface-mounted conduit, with the exception of pole risers. L 17 18 3. All runs within slip form placed concrete. 19 L 20 Unless otherwise required by the owning utility: 21 22 1. Service lateral runs shall be Schedule 80 PVC or Schedule 80 HDPE. L 23 24 2. Pole risers shall be Schedule 80 PVC. 25 L 26 Conduit runs, including outer-duct, that enter the traveled way or shoulders shall be Schedule 27 80 HDPE, Schedule 80 PVC, or rigid metal. r 28 29 Conduit runs, including outer-duct, that do not enter the traveled way or shoulders shall be 30 Schedule 80 HDPE, Schedule 40 PVC or rigid metal. 7 31 32 Flexible metal conduit is allowed only at locations called for in the Plans. 33 34 Except as described under Non-Metallic Conduit, unless otherwise indicated in the Plans or 35 Standard Plans, the same type of conduit shall be used for the entire length of the run, from L 36 outlet to outlet. 37 F 38 Innerduct shall have a smooth wall non ribbed interior surface, with factory pre-lubricated L 39 coating. 40 41 Innerduct within the Traveled Way or Shoulders and innerduct which is not factory installed L 42 shall be Schedule 40 HDPE. The innerduct shall be continuous with no splices. Innerduct 43 which is pulled into the outer duct in the field shall be installed with an extra 2 feet of conduit r 44 beyond each end of the outer-duct and shall be allowed to finish contracting for 21 calendar 45 days before it is terminated. Innerduct shall be terminated with end bells flush to '/-inch out of 46 the outer-duct and the space between the outer-duct and innerduct shall be sealed with rodent r 47 and moisture resistant foam designed for this application and installed per manufacturer's 48 recommendations. L 49 50 8-20.3(8) Wiring 51 The second sentence in the eleventh paragraph is revised to read: L 52 53 Every conductor at every wire termination, connector, or device shall have an approved wire 54 marking sleeve bearing, as its legend, the circuit number indicated in the Contract. L Kent Regional Trails Connector/Madfai AMD - 114 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. _.a 1 2 8-20.3(13)A Light Standards 3 In the third paragraph, the last sentence of item number 1 is revised to read: 4 5 Conduit shall extend a maximum of 1 inch above the top of the foundation, including 6 grounding end bushing or end bell bushing. 7 8 In the fourth paragraph, the second sentence of item number 1 is revised to read: 9 10 Conduits shall be cut to a maximum height of 2 inches above the foundation including 11 grounding end bushing or end bell bushing. 12 J 13 8-21.AP8 14 Section 8-21, Permanent Signing 15 August 3, 2015 16 8-21.2 Materials 17 This section is revised to read: _ 18 19 Materials shall meet the requirements of the following sections: 20 21 Roadside Sign Structures 9-06.16 22 Permanent Signs 9-28 23 Sign Support Structures 9-28.14 24 25 The Contractor shall submit a Manufacturer's Certificate of Compliance for all permanent J 26 signs; a copy of the Manufacturer's Certificate of Compliance shall be available at the 27 fabricator's plant. Permanent signs will be inspected at the fabricator's plant prior to shipment 28 to the project unless otherwise accepted by the Engineer. Signs without an approved decal 29 shall not be installed on the project with the exception of double-faced signs'which do not 30 receive decals or fabricator's stickers. 31 32 8-21.3(9)F Foundations 33 The first sentence of the first paragraph is revised to read: _ 34 35 The excavation and backfill shall conform to the requirements of Section 2-09.3. 36 37 8-22.AP8 38 Section 8-22, Pavement Marking 39 April 6, 2015 40 8-22.3(6) Removal of Pavement Markings 41 The second and third sentences of the first paragraph are revised to read: 42 _J 43 Grinding to remove pavement markings is allowed prior to application of a Bituminous Surface 44 Treatment. Grinding to remove pavement marking from hot mix asphalt and cement concrete 45 pavements is allowed to a depth just above the pavement surface, then water blasting or shot 46 blasting shall be required to remove the remaining markings. Kent Regional Trails Connector/Madfai AMD - 115 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 1 Section 8-22, Pavement Marking 2 January 4, 2016 r L 3 8-22.4 Measurement 4 The first two sentences of the fourth paragraph are revised to read: r 5 L 6 The measurement for"Painted Wide Lane Line", "Plastic Wide Lane Line", "Profiled Plastic 7 Wide Lane Line", "Painted Barrier Center Line", "Plastic Barrier Center Line", "Painted Stop 8 Line", "Plastic Stop Line", "Painted Wide Dotted Entry Line", or"Plastic Wide Dotted Entry L. 9 Line" will be based on the total length of each painted, plastic or profiled plastic line installed. 10 No deduction will be made for the unmarked area when the marking includes a broken line r 11 such as, wide broken lane line, drop lane line, wide dotted lane line or wide dotted entry line. 12 13 8-22.5 Payment r" 14 The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking", per L 15 linear foot: 16 r 17 "Painted Wide Dotted Entry Line", per linear foot. L 18 19 "Plastic Wide Dotted Entry Line", per linear foot. 20 r L 21 8-23.AP8 r 22 Section 8-23, Temporary Pavement Markings L 23 January 5, 2015 r 24 This section's content is deleted in its entirety and replaced with the following new sub-sections: L 25 26 8-23.1 Description 27 The Work consists of furnishing, installing, and removing temporary pavement markings. L 28 Temporary pavement markings shall be provided where noted in the Plans; for all lane shifts 29 and detours resulting from construction activities; or when permanent markings are removed r 30 because of construction operations. L 31 32 8-23.2 Materials r 33 Materials for temporary markings shall be paint, plastic, tape, raised pavement markers or L 34 flexible raised pavement markers. Materials for pavement markings shall meet the following 35 requirements: 36 37 Raised Pavement Markers 9-21 L 38 Temporary Marking Paint 9-34.2(6) 39 Plastic 9-34.3 40 Glass Beads for Pavement Marking Materials 9-34.4 L 41 Temporary Pavement Marking Tape 9-34.5 42 Temporary Flexible Raised Pavement Markers 9-34.6 43 L 44 8.23.3 Construction Requirements 45 r 46 8-23.3(1) General 47 The Contractor shall select the type of pavement marking material in accordance with the 48 Contract. 49 L Kent Regional Trails Connector/Madfai AMD - 116 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L a 1 8-23.3(2) Preliminary Spotting 2 All preliminary layout and marking in preparation for application or removal of temporary -� 3 pavement markings shall be the responsibility of the Contractor. 4 5 8-23.3(3) Preparation of Roadway Surface a 6 Surface preparation for temporary pavement markings shall be in accordance with the 7 manufacturer's recommendations. 8 9 8-23.3(4) Pavement Marking Application 10 11 8-23.3(4)A Temporary Pavement Markings—Short Duration 12 Temporary pavement markings —short duration shall meet the following 13 requirements: 14 15 Temporary Center Line—A BROKEN line used to delineate adjacent lanes of 16 traffic moving in opposite directions. The broken pattern shall be based on a 40- 17 foot unit, consisting of a 4-foot line with a 36-foot gap if paint or tape is used. If 18 temporary raised pavement markers are used, the pattern shall be based on a ,a 19 40-foot unit, consisting of a grouping of three temporary raised pavement 20 markers, each spaced 3 feet apart, with a 34 foot gap. ` 21 22 Temporary Edge Line—A SOLID line used on the edges of Traveled Way. The 23 line shall be continuous if paint or tape is used. If temporary raised pavement 24 markers are used, the line shall consist of markers installed continuously at 5- J 25 foot spacing. 26 27 Temporary Lane Line —A BROKEN line used to delineate adjacent lanes with 28 traffic traveling in the same direction. The broken pattern shall be based on a 40- 29 foot unit, consisting of a 4-foot line with a 36-foot gap, if paint or tape is used. If 30 temporary raised pavement markers are used, the pattern shall be based on a 31 40-foot unit, consisting of a grouping of three temporary raised pavement 32 markers, each spaced 3 feet apart, with a 34 foot gap. 33 34 Lane line and right edge line shall be white in color. Center line and left edge line 35 shall be yellow in color. Edge lines shall be installed only if specifically required in the 36 Contract. All temporary pavement markings shall be retroreflective. 37 38 8-23.3(4)A1 Temporary Pavement Marking Paint 39 Paint used for short duration temporary pavement markings shall be applied in -� 40 one application at a thickness of 15 mils or 108 square feet per gallon. Glass 41 beads shall be in accordance with Section 8-22.3(3)G. -J 42 43 8-23.3(4)A2 Temporary Pavement Marking Tape 44 Application of temporary pavement marking tape shall be in conformance with J 45 the manufacturer's recommendations. 46 47 Black mask pavement marking tape shall mask the existing line in its entirety. J 48 49 8-23.3(4)A3 Temporary Raised Pavement Markers 50 Temporary raised pavement markers are not allowed on bituminous surface -J 51 treatments. 52 Kent Regional Trails Connector/Madfai AMD - 117 February 17, 2016 Federal Aid Number: CM-0615 (008) --, Project Number: 13-3006 r 1 8.23.3(4)A4 Temporary Flexible Raised Pavement Markers 2 Flexible raised pavement markers are required for new applications of 3 bituminous surface treatments. Flexible raised pavement markers are not �- 4 allowed on other pavement types unless otherwise specified or approved by the 5 Engineer. Flexible raised pavement markers shall be installed with the 6 protective cover in place. The cover shall be removed immediately after spraying 7 asphaltic material. 8 n 9 8.23.3(4)B Temporary Pavement Markings— Long Duration 10 Application of paint, pavement marking tape and plastic for long duration pavement 11 markings shall meet the requirements of Section 8-22.3(3); application of raised r, 12 pavement markers shall meet the requirements of Section 8-09.3; and application of 13 flexible pavement markings shall be in conformance with the manufacturer's ' 14 recommendations. 15 16 8-23.3(4)C Tolerance for Lines 17 Tolerance for lines shall conform to Section 8-22.3(4). 18 '— 19 8-23.3(4)D Maintenance of Pavement Markings �< 20 Temporary pavement markings shall be maintained in serviceable condition 21 throughout the project until permanent pavement markings are installed. As directed ' 22 by the Engineer; temporary pavement markings that are damaged, including normal L 23 wear by traffic, shall be repaired or replaced immediately. Repaired and replaced 24 pavement markings shall meet the requirements for the original pavement marking. r 25 L 26 8-23.3(4)E Removal of Pavement Markings 27 Removal of temporary paint is not required prior to paving; all other,temporary r 28 pavement markings shall be removed. 29 -' 30 All temporary pavement markings that are required on the wearing course prior to 31 construction of permanent pavement markings and are not a part of the permanent r 32 markings shall be completely removed concurrent with or immediately subsequent to L 33 the construction of the permanent pavement markings. Temporary flexible raised 34 pavement markers on bituminous surface treatment pavements shall be cut off flush 35 with the surface if their location conflicts with the alignment of the permanent L. 36 pavement markings. All other temporary pavement markings shall be removed in 37 accordance with Section 8-22.3(6). F 38 L 39 All damage to the permanent Work caused by removing temporary pavement 40 markings shall be repaired by the Contractor at no additional cost to the Contracting 41 Agency. L 42 43 8-23.4 Measurement r 44 Temporary pavement markings will be measured by the linear foot of each installed line or 45 grouping of markers, with no deduction for gaps in the line or markers and no additional L 46 measurement for the second application of paint required for long duration paint lines. Short 47 duration and long duration temporary pavement markings will be measured for the initial 48 installation only. L. 49 50 8-23.5 Payment ' 51 Payment will be made in accordance with Section 1-04.1, for each of the following Bid items L 52 that are included in the Proposal: 53 (^ 54 "Temporary Pavement Marking—Short Duration", per linear foot. L Kent Regional Trails Connector/Madfai AMD - 118 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 j _I 1 2 "Temporary Pavement Marking— Long Duration", per linear foot. 3 4 The unit Contract price per linear foot for"Temporary Pavement Marking— Short 5 Duration" and "Temporary Pavement Marking — Long Duration" shall be full pay for all 6 Work. 7 8 9-01.AP9 9 Section 9-01, Portland Cement 10 August 3, 2015 11 9-01.2(3) Low Alkali Cement 12 This section is revised to read: 13 14 When low alkali portland cement is required, the percentage of alkalies in the cement shall not 15 exceed 0.60 percent by weight calculated as Na20 plus 0.658 K20. This limitation shall apply to 16 all types of portland cement. 17 18 9-01.2(4) Blended Hydraulic Cement 19 The first paragraph is revised to read: 20 21 Blended hydraulic cement shall be either Type IP(X)(MS), Type IS(X)(MS), Type IT(PX)(LY), 22 Type IT(SX)(LY), or Type IL(X) cement conforming to AASHTO M 240 or ASTM C 595, 23 except that the portland cement used to produce blended hydraulic cement shall not contain 24 more than 0.75 percent alkalies by weight calculated as Na20 plus 0.658 K20 and shall meet 25 the following additional requirements: 26 27 1. Type IP(X)(MS)- Portland-Pozzolan Cement where (X) equals the targeted 28 percentage of fly ash, the fly ash is limited to a maximum of 35 percent by weight of 29 the cementitious material; (MS) indicates moderate sulfate resistance. 30 31 2. Type IS(X)(MS)- Portland Blast- Furnace Slag Cement, where: (X) equals the 32 targeted percentage of ground granulated blast-furnace slag, the ground granulated 33 blast furnace slag is limited to a maximum of 50 percent by weight of the 34 cementitious material; (MS) indicates moderate sulfate resistance. 35 J 36 3. Type IT(PX)(LY), where (PX) equals the targeted percentage of pozzolan, and (LY) 37 equals the targeted percentage of limestone. The pozzolan (PX) shall be Class F fly 38 ash and shall be a minimum of 25% and a maximum of 35%. (LY) shall be a 39 minimum of 5% and a maximum of 15%. Separate testing of each source of fly ash at 40 each proposed replacement level shall be conducted in accordance with ASTM C 41 1012 at the storage temperature prescribed in Section 9.3 of the test procedure, as 42 well as at a storage temperature of 5.0 ± 2.0 *C. Expansion at 1 year shall be 0.10% 43 or less for each test temperature. 44 45 4. Type IT(SX)(LY), where (SX)equals the targeted percentage of slag cement, and J 46 (LY)equals the targeted percentage of limestone. (SX)shall be a minimum of 30% 47 and a maximum of 50%. (LY) shall be a minimum of 5% and a maximum of 15%. 48 Separate testing of each source of slag at each proposed replacement level shall be 49 conducted in accordance with ASTM C 1012 at the storage temperature prescribed 50 in Section 9.3 of the test procedure, as well as at a storage temperature of 5.0 ± 2.0 51 'C. Expansion at 1 year shall be 0.10% or less for each test temperature. 52 Kent Regional Trails Connector/Madfai AMD - 119 February 17, 2016 Federal Aid Number: CM-0615 (008) __, Project Number: 13-3006 r 1 5. Type IL(X), where (X) equals the targeted percentage of limestone, and shall be a 2 minimum of 5% and a maximum of 15%. Type IL(X) shall only be used with either 3 25% to 35% replacement with Class F fly ash, or with 30% to 50% replacement with 4 slag cement. Separate testing of each source of fly ash or slag at each proposed 5 replacement level shall be conducted in accordance with ASTM C 1012 at the r� 6 storage temperature prescribed in Section 9.3 of the test procedure, as well as at a 7 storage temperature of 5.0 ± 2.0 'C. Expansion at 1 year shall be 0.10% or less for 8 each test temperature. r- 9 10 The first sentence of the second paragraph is revised to read: 11 r 12 The source and weight of the fly ash or ground granulated blast-furnace slag shall be certified 13 on the cement mill test report or cement certificate of analysis and shall be reported as a 14 percent by weight of the total cementitious material. r 15 16 This section is supplemented with the following new paragraph: L 17 18 Limestone shall meet the requirements of AASHTO M 240 or ASTM C 595. 19 L 20 9-01.3 Tests and Acceptance 21 The first paragraph is revised to read: r 22 L 23 Cement may be accepted by the Engineer based on the cement mill test report number or 24 cement certificate of analysis number indicating full conformance to the Specifications. All 25 shipments of the cement to the Contractor or concrete supplier shall identify the applicable L 26 cement mill test report number or cement certificate of analysis number and shall be provided 27 by the Contractor or concrete supplier with all concrete deliveries. 28 29 The second paragraph is revised to read: L 30 31 Cement producers/suppliers that certify portland cement or blended cement shall participate in L 32 the Cement Acceptance Program as described in WSDOT Standard Practice QC 1. 33 34 9-01.4 Storage on the Work Site r 35 This section is revised to read: L 36 37 At the request of the Engineer, the Contractor shall provide test data to show that cement F 38 stored on site for longer than 60 days meets the requirements of 9-01. Tests shall be 1L_ 39 conducted on samples taken from the site in the presence of the Engineer. Test results that 40 meet the requirements of 9-01 shall be valid for 60 days from the date of sampling, after which r 41 the Engineer may require further testing. 42 43 9-02.AP9 44 Section 9-02, Bituminous Materials L 45 Ap ri 16, 2015 1�- 46 9-02.1(4) Performance Graded Asphalt Binder (PGAB) L 47 The first paragraph is supplemented with the following: F 48 49 For HMA with greater than 20 percent RAP by total weight of HMA or any amount of RAS the L 50 new asphalt binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended F 51 in the proportions of the mix design shall meet the PGAB requirements of AASHTO M 320 52 Table 1 for the grade of asphalt binder specified by the Contract. L Kent Regional Trails Connector/Madfai AMD - 120 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L A 1 2 This section is supplemented with the following: 3 4 The recycling agent used to rejuvenate the recovered asphalt from recycled asphalt pavement 5 (RAP) and reclaimed asphalt shingles (RAS) shall meet the specifications in Table 1: 6 Table 1 RA 1 RA 5 RA 25 Test ASTM Test Min. Max. Min. Max. Min. Max. Method Viscosity @ D2170 or 50 150 200 800 1000 4000 140°F cSt D2171 Flashpoint D92 400 400 400 COC, °F Saturates, D2007 30 30 30 wt. % Specific D70 or Report Report Report Gravity D2198 Tests on Residue D2872 from RTFC Viscosity Ratio' 3 3 3 Mass 4 4 4 Change t % 'Viscosity Ratio = RTFC Viscosity i@ 140°F. cSt Original Viscosity @ 140°F, cSt 7 8 9 9-02.1(6)A Polymerized Cationic Emulsified Asphalt CRS-2P 10 In the ninth row of the table, "Test" is revised to read "Tests". 11 12 The eleventh row in the table is revised to read: 13 Elastic Recovery % T 30 12 50 14 15 The last two rows of the table are deleted. 16 17 Footnote 2 below the table is revised to read: 18 19 2 The residue material for T 301 shall come from the modified distillation per note 1. 20 21 Footnote 3 below the table is deleted. 22 23 The last paragraph is deleted. 24 25 9-03.AP9 26 Section 9-03, Aggregates 27 August 3, 2015 28 9-03.1(2)C Use of Substandard Gradings 29 This section including title is deleted in its entirety and replaced with the following: Kent Regional Trails Connector/Madfai AMD - 121 February 17, 2016 Federal Aid Number: CM-0615 (008) ,_., Project Number: 13-3006 r- L 1 2 Vacant 3 L 4 9-03.1(4)C Grading 5 In the second paragraph, the first sentence is deleted. 6 7 The third paragraph is deleted. 8 r 9 9-03.1(5)B Grading L 10 The last paragraph is revised to read: 11 r 12 The Contracting Agency may sample each aggregate component prior to introduction to the L 13 weigh batcher or as otherwise determined by the Engineer. Each component will be sieve 14 analyzed separately in accordance with WSDOT FOP for WAQTC/AASHTO Test Method T- 15 27/11. All aggregate components will be mathematically re-combined by the proportions 16 (percent of total aggregate by weight) provided by the Contractor on Concrete Mix Design 17 Form 350-040. 18 r 19 9-03.8(1) General Requirements L 20 The first paragraph up until the colon is revised to read: r- 21 22 Preliminary testing of aggregates for source approval shall meet the following test L 23 requirements: 24 r 25 The list in the first paragraph is supplemented with the following: L 26 27 Sand Equivalent 45 min. 28 L 29 The following new paragraph is inserted after the first paragraph: 30 r 31 Aggregate sources that have 100 percent of the mineral material passing the No. 4 sieve shall L 32 be limited to no more than 5 percent of the total weight of aggregate. 33 34 9-03.8(2) HMA Test Requirements r 35 The second paragraph (up until the colon) is revised to read: 36 37 The mix design shall produce HMA mixtures when combined with RAP, RAS, coarse and fine r 38 aggregate within the limits set forth in Section 9-03.8(6) and mixed in the laboratory with the L 39 designated grade of asphalt binder, using the Superpave gyratory compactor in accordance 40 with WSDOT FOP for AASHTO T 312, and at the required gyrations for N initial, N design, and r 41 N maximum with the following properties: L 42 43 The third paragraph is revised to read: F 44 L 45 The mix criteria for Hamburg Wheel-Track Testing and Indirect Tensile Strength do not apply 46 to HMA accepted by commercial evaluation. F 47 L 48 9-03.8(3)B Gradation — Recycled Asphalt Pavement and Mineral Aggregate 49 This section is supplemented with the following: F 50 L 51 For HMA with greater than 20 percent RAP by total weight of HMA the RAP shall be 52 processed to ensure that 100 percent of the material passes a sieve twice the size of the F 53 maximum aggregate size for the class of mix to be produced. L 54 Kent Regional Trails Connector/Madfai AMD - 122 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 When any amount of RAS is used in the production of HMA the RAS shall be milled, crushed 2 or processed to ensure that 100 percent of the material passes the '/2 inch sieve. Extraneous 3 materials in RAS such as metals, glass, rubber, soil, brick, tars, paper, wood and plastic shall 4 not exceed 2.0 percent by mass as determined on material retained on the No. 4 sieve. 5 6 9-03.14(3) Common Borrow 7 This section is revised to read: 8 9 Material for common borrow shall consist of granular or nongranular soil and/or aggregate 10 which is free of deleterious material. Deleterious material includes wood, organic waste, coal, 11 charcoal, or any other extraneous or objectionable material. The material shall not contain 12 more than 3 percent organic material by weight. The plasticity index shall be determined using 13 test method AASHTO T 89 and AASHTO T 90. 14 15 The material shall meet one of the options in the soil plasticity table below. 16 17 Soil Plasticity Table 18 -� Plasticity Option Sieve Percent Passing Index No. 1 200 0 - 12 N/A No. 2 200 12.1 - 35 6 or Less .J No. 3 200 Above 35 0 19 All percentages are by weight. 20 21 If requested by the Contractor, the plasticity index may be increased with the approval of the 22 Engineer. 23 24 9-03.14(4) Gravel Borrow for Structural Earth Wall 25 In the second table, the row beginning with "pH" is revised to read: 26 pH WSDOT Test 4.5 - 9 5— 10 Method T 417 27 28 9-03.21(1) General Requirements 29 The following new paragraph is inserted after the second paragraph: 30 31 Reclaimed asphalt shingles samples shall contain less than the maximum percentage of 32 asbestos fibers based on testing procedures and frequencies established in conjunction with 33 the specifying jurisdiction and state or federal environmental regulatory agencies. 34 35 9-03.21(1)B Vacant 36 This section, including title, is revised to read: 37 38 9-03.21(1)B Concrete Rubble 39 Concrete rubble shall not be placed below the ordinary high water mark of any water of the 40 State. 41 Kent Regional Trails Connector/Madfai AMD - 123 February 17, 2016 Federal Aid Number: CM-0615 (008) _a Project Number: 13-3006 r 1 9-03.AP9 r- 2 Section 9-03, Aggregates 3 January 4, 2016 r� 4 9-03.21(1)B Concrete Rubble �= 5 This section, including title, is revised to read: 6 ' 7 9-03.21(1)B Recycled Concrete Aggregate 8 Recycled concrete aggregates are coarse and fine aggregates manufactured from hardened 9 concrete mixtures. 10 11 Recycled concrete, in any form, shall not be placed below the ordinary high water mark of any 12 water of the State. r 13 14 9-03.21(1)D Recycled Steel Furnace Slag L' 15 This section is supplemented with the following new sentence: r-, 16 17 Recycled steel furnace slag shall not be placed below the ordinary high water mark of any 18 water of the State. r 19 20 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material 21 In the table, the "Concrete Rubble" value for the item "Gravel Backfill for Drains" is revised to read 22 "0" r- 23 L., 24 In the table, the "Concrete Rubble" value for the item "Backfill for Sand Drains" is revised to read 25 "0". r 26 i 27 In the table, the "Concrete Rubble" value for the item "Sand Drainage Blanket" is revised to read 28 "0" 29 30 9-04.AP9 31 Section 9-04, Joint and Crack Sealing Materials L 32 August 3, 2015 r 33 9-04.1(4) Elastomeric Expansion Joint Seals 34 In this section, "AASHTO M 220" is revised to read "ASTM D 2628". 35 F 36 9-04.2 Joint Sealants L 37 In the first paragraph, "AASHTO M 324" is revised to read "ASTM D 6690". 38 I" 39 Section 9-04, Joint and Crack Sealing Materials L 40 January 4, 2016 r 41 9-04.2(1) Hot Poured Joint Sealants L 42 This section's content is deleted and replaced with the following new subsections: 43 r- 44 9-04.2(1)A Hot Poured Sealant L 45 Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in 46 accordance with ASTM D5329. Hot poured sealant shall have a minimum Cleveland Open 47 Cup Flash Point of 205°C in accordance with AASHTO T 48. L Kent Regional Trails Connector/Madfai AMD - 124 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L.. 1 2 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement 3 Hot poured sealant for cement concrete pavement shall meet the requirements of ASTM 4 D6690 Type IV, except for the following: 5 6 1. The Cone Penetration at 250C shall be 130 maximum. 7 8 2. The extension for the Bond, non-immersed, shall be 100 percent. 9 10 9.04.2(1)A2 Hot Poured Sealant for Bituminous Pavement 11 Hot poured sealant for bituminous pavement shall meet the requirements of ASTM D6690 12 Type II. ' 13 14 9-04.2(1)B Sand Slurry for Bituminous Pavement 15 Sand slurry is mixture consisting of the following components measured by total weight: 16 17 1. Twenty percent CSS-1 emulsified asphalt, 18 _ 19 2. Two percent portland cement, and 20 21 3. Seventy-eight percent fine aggregate meeting the requirements of 9-03.1(2)B Class 22 2. Fine aggregate may be damp (no free water). 23 24 9-04.2(2) Poured Rubber Joint Sealer 25 In item number 9, "WSDOT Test Method No. 412" is revised to read "ASTM D 5329". 26 27 9-04.2(3) Polyurethane Sealant 28 The first paragraph is revised to read: 29 30 Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M or 31 ASTM C 920 Type S Grade NS Class 35 Use M. 32 33 9-05.AP9 34 Section 9-05, Drainage Structures and Culverts 35 April 7, 2014 36 9-05.13 Ductile Iron Sewer Pipe 37 The first paragraph is deleted. 38 39 9-06.AP9 40 Section 9-06, Structural Steel and Related Materials 41 January 5, 2015 42 9-06.5(4) Anchor Bolts 43 The third sentence of the second paragraph is revised to read: 44 45 Nuts for ASTM F 1554 Grade 36 or 55 black or galvanized anchor bolts shall conform to 46 ASTM A 563, Grade A or DH. 47 Kent Regional Trails Connector/Madfai AMD - 125 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r* 1 9-07.AP9 r- 2 Section 9-07, Reinforcing Steel 3 August 3, 2015 r 4 9-07.2 Deformed Steel Bars 5 The first sentence is revised to read: 6 r^ 7 Deformed steel bars for concrete reinforcement shall conform to either AASHTO M 31 Grade 8 60 or ASTM A 706 Grade 60, except as otherwise noted in this Section or as shown in the 9 Plans. 10 L.J 11 This section is supplemented with the following new sub-section: 12 F, 13 9-07.2(1) Headed Steel Reinforcing Bar L 14 Headed steel reinforcing bars shall conform to Section 9-07.2 and ASTM A 970, including 15 Annex Al requirements for Class HA head dimensions. Headed steel reinforcing bars shall be 16 forged headed bars or threaded headed bars. r' 17 L 18 9-07.5(1) Epoxy-Coated Dowel Bars (for Cement Concrete Pavement Rehabilitation) 19 This section is revised to read: F 20 L 21 Epoxy-coated dowel bars shall be round plain steel bars of the dimensions shown in the 22 Standard Plans. They shall conform to AASHTO M 31, Grade 60 or ASTM A 615, Grade 60 ' 23 and shall be coated in accordance with ASTM A 1078 Type 2 coating, except that the bars LL 24 may be cut to length after being coated. Cut ends shall be coated in accordance with ASTM A 25 1078 with a patching material that is compatible with the coating, inert in concrete and 7 26 recommended by the coating manufacturer. The thickness of the epoxy coating shall be 10 L 27 mils plus or minus 2 mils. The Contractor shall furnish a written certification that properly 28 identifies the coating material, the number of each batch of coating material used, quantity 29 represented, date of manufacture, name and address of manufacturer, and a statement that L 30 the supplied coating material meets the requirements of ASTM A 1078 Type 2 coating. 31 Patching material, compatible with the coating material and inert in concrete and 32 recommended by the manufacturer shall be supplied with each shipment for field repairs by I, 33 the Contractor. ' 34 35 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement) r 36 This section's title is revised to read: L 37 38 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and Cement r' 39 Concrete Pavement Rehabilitation) L_ 40 41 9-07.AP9 L 42 Section 9-07, Reinforcing Steel r 43 January 4, 2016 L. 44 9-07.1(1)A Acceptance of Materials F= 45 The first sentence of the first paragraph is revised to read: �, 46 47 Reinforcing steel rebar manufacturers shall comply with the National Transportation Product 71 48 Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) Manufacturers. L 49 Kent Regional Trails Connector/Madfai AMD - 126 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1 The first sentence of the second paragraph is revised to read: 2 3 Steel reinforcing bar manufacturers use either English or a Metric size designation while 4 stamping rebar. 5 6 9-08.AP9 7 Section 9-08, Paints and Related Materials 8 January 5, 2015 9 9-08.1(2)H Top Coat, Single Component, Moisture-Cured Polyurethane 10 The second paragraph is revised to read: 11 12 Color and Gloss: As specified in the Plans or Special Provisions 13 -' 14 The last item in the requirements list is revised to read: 15 16 The top coat shall be a gloss or semi-gloss 17 18 9-08.1(8) Standard Colors 19 The second paragraph is deleted. J 20 21 The third paragraph is revised to read: 22 ,.-s 23 Unless otherwise specified, all top or finish coats shall be gloss or semi-gloss, with the paint 24 falling within the range of greater than 70 for gloss and 35 to 70 for semi-gloss on the 60- 25 degree gloss meter. 26 27 9-09.AP9 28 Section 9-09, Timber and Lumber 29 January 6, 2014 30 9-09.3(1) General Requirements 31 The fourth paragraph is revised to read: 32 33 All orders of treated timber and lumber shall be accompanied by a Certificate of Treatment 34 record. The Certificate of Treatment showing conformance to this specification and AWPA 35 standards shall include the following information: 36 37 Name and location of the wood preserving company, 38 39 Customer identification, 40 41 Date of treatment and charge number, 42 43 Type of chemical used and amount of retention, 44 45 Treating process and identification of the Specification used, 46 ' 47 Boring records verifying treatment penetration for timber and lumber with a nominal 48 dimension of 6" x 6" or larger, 49 50 Description of material that was treated, and Kent Regional Trails Connector/Madfai AMD - 127 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 n 1 2 Signature of a responsible plant official. 3 L 4 The fifth paragraph is deleted. 5 n 6 The first sentence in the last paragraph is revised to read: 7 8 All timber and lumber to be used in aquatic environments, unless specified otherwise in the n 9 Contract, shall be chemically treated using Western Wood Preservers Institute Best i_, 10 Management Practices (BMPs). 11 12 9-10.AP9 13 Section 9-10, Piling , 14 August 3, 2015 15 9-10.2(1) Concrete 16 The first paragraph is deleted. 17 18 The first sentence of the second paragraph is deleted. 19 20 9-10.5 Steel Piling 21 This section is revised to read: 22 23 The material for rolled steel piling H-piling and pile splices shall conform to ASTM A 36, ASTM 24 A 572 or ASTM A 992. The material for steel pipe piling and splices shall conform to one of the 25 following requirements except as specifically noted in the Plans: 7 26 L 27 1. API 5L Grade X42 or X52 material may be used for longitudinal seam welded or 28 helical (spiral) seam submerged-arc welded pipe piles of any diameter. 29 L 30 2. ASTM A 252 Grade 2 or 3 material may be used for longitudinal seam welded or 31 helical (spiral) seam submerged-arc welded pipe piles of any diameter. For the r 32 purposes of welding and prequalification of base metal, steel pipe pile designated as L 33 ASTM A 252 may be treated as prequalified provided the chemical composition 34 conforms to a prequalified base metal classification listed in Table 3.1 of the AWS r 35 D1.1/D1.1M, latest edition, Structural Welding Code, the grade of pipe piling meets or 36 exceeds the grade specified in the Plans, and the carbon equivalent (CE) is a L 37 maximum of 0.45-percent. 38 39 3. ASTM A 572 or ASTM A 588 material may be used for longitudinal seam welded 40 piles of any diameter. 41 r 42 For helical (spiral) seam submerged-arc welded pipe piles, the maximum radial offset of L. 43 strip/plate edges shall be 1/8 inch. The offset shall be transitioned with a taper weld and the 44 slope shall not be less than a 1 in 2.5 taper. The weld reinforcement shall not be greater than r 45 3/16 inches and misalignment of weld beads shall not exceed 1/8 inch. L 46 47 Steel soldier piles, and associated steel bars and plates, shall conform to ASTM A 36, ASTM 48 A 572 or ASTM A 992, except as otherwise noted in the Plans. L 49 50 All steel piling may be accepted by the Engineer based on the Manufacturer's Certificate of F- 51 Compliance submitted in accordance with Section 1-06.3. The manufacturer's certificate of 52 compliance submittal for steel pipe piles shall be accompanied by certified mill test reports, Kent Regional Trails Connector/Madfai AMD - 128 February 17, 2016 - Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L .1 -J 1 including chemical analysis and carbon equivalence, for each heat of steel used to fabricate 2 the steel pipe piling. 3 4 9-13.AP9 5 Section 9-13, Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion and 6 Scour Protection and Rock Walls 7 January 5, 2015 8 This section's content is deleted. 9 10 9-13.1 Loose Riprap 11 This section's content, including title and subsections, is revised to read the following: 12 13 9-13.1 Riprap and Quarry Spalls 14 15 9-13.1(1) General 16 Riprap and quarry spalls shall consist of broken stone or broken concrete rubble and shall 17 be free of rock fines, soil, or other extraneous material. Concrete rubble shall not be 18 contaminated by foreign materials such as fibers, wood, steel, asphalt, sealant, soil, 19 plastic and other contaminants or deleterious material. Concrete rubble that is imported 20 to the job site will require testing and certification for toxicity characteristics per Section 9- 21 03.21(1). 22 23 The grading of the riprap shall be determined by the Engineer by visual inspection of the 24 load before it is dumped into place, or, if so ordered by the Engineer, by dumping 25 individual loads on a flat surface and sorting and measuring the individual rocks contained 26 in the load. Should the riprap contain insufficient spalls, as defined in Section 9-13.1(5), 27 the Contractor shall furnish and place supplementary spall material. 28 29 Riprap and quarry spalls shall be free from segregation, seams, cracks, and other defects A 30 tending to destroy its resistance to weather and shall conform to the following 31 requirements for quality. 32 Aggregate Property Test Method Requirement Degradation Factor WSDOT T 113 15 minimum Los Angeles Wear, 500 AASHTO T 96 50% maximum 1 Rev. Specific Gravity, SSD AASHTO T 85 2.55 minimum 33 34 9-13.1(2) Heavy Loose Riprap 35 Heavy loose riprap shall meet the following requirements for grading: 36 Minimum Size Maximum Size 40% to 90% 1 ton 'h cubic d. 70% to 90% 300 lbs. 2 cu. ft. J 10% to 30% 3 inch 50 lbs. (spalls) 37 38 39 9-13.1(3) Light Loose Riprap 40 Light loose riprap shall meet the following requirements for grading: 41 Size Range Maximum Size 20% to 90% 300 lbs. to 1 ton Kent Regional Trails Connector/Madfai AMD - 129 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 2 cu. ft. to '/z cu. d. 50 lbs. to 1 ton 15% to 80% Y3 cu. ft. to 1/a cu. d. L 10% to 20% 3 inch 50 lbs. s alls 1 r 2 9-13.1(4) Hand Placed Riprap 3 Hand placed riprap shall be as nearly rectangular as possible, 60 percent shall have a 4 volume of not less than 1 cubic foot. No stone shall be used which is less than 6 inches r' 5 thick, nor which does not extend through the wall. L 6 7 9-13.1(5) Quarry Spalls r 8 Quarry spalls shall meet the following requirements for grading: 9 Sieve Size Percent Passing �. 8" 100 3" 40 max. 3/4" 10 max. �. 10 11 9-13.2 Hand Placed Riprap L 12 This section, including title, is deleted in its entirety and replaced with the following: 13 14 9-13.2 Vacant L- 15 16 9-13.4 Rock for Erosion Control and Scour Protection 17 The last sentence is revised to read: 18 19 The use of recycled materials and concrete rubble is not permitted for this application. 20 L._. 21 9-13.6 Quarry Spalls 22 This section, including title, is deleted in its entirety and replaced with the following: r' 23 lw 24 9-13.6 Vacant 25 r- 26 9-14.AP9 L 27 Section 9-14, Erosion Control and Roadside Planting r 28 August 3, 2015 L 29 9.14.1 Soil F 30 This section, including title, is revised to read: 31 �. 32 9-14.1 Topsoil 33 Topsoil shall not contain any recycled material, foreign materials, or any listed Noxious and L 34 Nuisance weeds of any Class designated by authorized State or County officials. Aggregate 35 shall not comprise more than 10% by volume of Topsoil and shall not be greater than two 36 inches in diameter. F. 37 L 38 9-14.1(2) Topsoil Type B 39 The last sentence of the second paragraph is deleted. F 40 L_ 41 9-14.2 Seed 42 This section is revised to read: F 43 Kent Regional Trails Connector/Madfai AMD - 130 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L_ 1 Seed of the type specified shall be certified in accordance with WAC 16-302. Seed mixes shall 2 be commercially prepared and supplied in sealed containers. The labels shall show: 3 4 (1) Common and botanical names of seed 5 6 (2) Lot number 7 8 (3) Net weight 9 10 (4) Pounds of Pure live seed (PLS) in the mix 11 12 (5) Origin of seed 13 14 All seed vendors must have a business license issued by supplier's state or provincial 15 Department of Licensing with a "seed dealer" endorsement. 16 17 9-14.4 Erosion Control and Roadside Planting 18 This section is supplemented with the following new sub-section: 19 20 9-14.4(9) Horticultural Grade Perlite 21 Horticultural grade perlite shall be in a pelletized or granular form. J 22 23 Horticultural grade perlite shall meet the following requirements for quality and grading: 24 Quality Requirements Property Test Method N010 I Requirement - Hof water slur PI 202 6.5—8.0 Bulk Density, Ib/ft3 PI 200 2 - 10 25 Note 1 — PI, abbreviation for the Perlite Institute 26 Gradation Re uirements _J Sieve Size Percent Passing No .4 99— 100 No. 18 30 max No. 30 10 max 27 All percentages are by weight. 28 29 9-14.4(3) Bark or Wood Chips 30 This section's title is revised to read: 31 32 Bark or Wood Chip Mulch 33 34 The first paragraph is revised to read: 35 36 Bark or wood chip mulch shall be derived from fir, pine, or hemlock species. It shall not contain 37 resin, tannin, or other compounds in quantities that would be detrimental to plant life. Sawdust 38 shall not be used as mulch. Mulch produced from finished wood products or construction 39 debris will not be allowed. 40 41 9-14.4(5) Lime 42 This section, including title, is revised to read: 43 J Kent Regional Trails Connector/Madfai AMD - 131 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r~ 1 9-14.4(5) Agricultural Grade Dolomite Lime 2 Agricultural grade dolomite lime shall be in a pelletized or granular form, meeting the grading F7 3 requirements of ASTM C 602 for Class E. L 4 5 9-14.4(6) Gypsum 6 This section, including title, is revised to read: 7 8 9-14.4(6) Agricultural Grade Gypsum 9 Agricultural grade gypsum shall consist of Calcium Sulfate (CaSO4.2H2O) in a pelletized or 10 granular form and shall meet the following grading requirements: 11 n Sieve Size Percent Passing '1" 99— 100 No. 20 20 max r 12 All percentages are by weight. L 13 14 9-14.4(7) Tackifier 15 This section is revised to read: L; 16 17 Tackifiers are used as a tie-down for soil, compost, seed, and/or mulch. Tackifiers shall r 18 contain no growth or germination-inhibiting materials and shall not reduce infiltration rates. 19 Tackifiers shall hydrate in water and readily blend with other slurry materials. L 20 21 The Contractor shall provide test results documenting the tackifier meets the requirements for 22 Acute Toxicity, Solvents, and Heavy Metals as required in Table 1 in Section 9-14.4(2). The 23 tests shall be performed at the manufacturer's recommended application rate. 24 25 9-14.4(8) Compost 26 The second paragraph is revised to read: 27 28 Compost production and quality shall comply with WAC 173-350. L. 29 30 9-14.4(8)A Compost Submittal Requirements F_ 31 Item 2 is revised to read: L 32 33 2. A copy of the Solid Waste Handling Permit issued to the manufacturer by the r 34 Jurisdictional Health Department in accordance with WAC 173-350 (Minimum Functional L 35 Standards for Solid Waste Handling). 36 37 9-14.6(1) Description L 38 Item number 3 in the fourth paragraph is revised to read: L 39 40 3. Live pole cuttings shall have a diameter between 2 inches and 3.5 inches. Live poles shall 41 have no more than three branches which must be located at the top end of the pole and L 42 those branches shall be pruned back to the first bud from the main stem. 43 r 44 9-14.6(2) Quality L 45 The second and third paragraphs in this section are revised to read: 46 r 47 All plant material shall comply with State and Federal laws with respect to inspection for plant L 48 diseases and insect infestation. Plants must meet Washington State Department of Agriculture 49 plant quarantines and have a certificate of inspection. Plants originating in Canada must be 50 accompanied by a phytosanitary certificate stating the plants meet USDA health requirements. L 51 Kent Regional Trails Connector/Madfai AMD - 132 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 All plant material shall be purchased from a nursery licensed to sell plants in their state or 2 province. 3 4 9-15.AP9 5 Section 9-15, Irrigation System 6 August 4, 2014 7 9-15.18 Detectable Marking Tape 8 In the second paragraph, the table is supplemented with the following new row: 9 JI Non-Potable Water Purple 10 11 9-16.AP9 12 Section 9-16, Fence and Guardrail 13 August 4, 2014 14 9-16.2(1)B Wood Fence Posts and Braces 15 In the table, the row beginning with "ACK is deleted. 16 17 9-19.AP9 18 Section 9-19, Prestressed Concrete Girders 19 August 3, 2015 20 This section, including title, is deleted in its entirety and replaced with the following: 21 22 Vacant 23 24 9-29.AP9 25 Section 9-29, Illumination, Signal, Electrical 26 August 3, 2015 27 9-29.1 Conduit, Innerduct, and 4uterduct 28 This section is supplemented with the following new subsection: 29 30 9-29.1(9) Repair 31 Manufacturer repair kits shall be used for field repair of existing conduit, innerduct and 32 outerduct. The conduit repair kit shall be manufactured specifically for the repair of existing 33 damaged conduit, inner duct and outer duct. The repair kit shall be prepackaged and include 34 the split conduit and split couplings necessary to restore the damaged conduit to the original 35 inside dimensions including a water and air tight seal. 36 37 9-29.2(1)B Heavy Duty Junction Boxes J 38 The second paragraph is revised to read: 39 40 The Heavy-Duty Junction Box steel frame, lid support and lid fabricated from steel plate and -� 41 shapes shall be painted with a shop applied, inorganic zinc primer in accordance with Section 42 6-07.3. Ductile iron and gray iron castings shall not be painted. " 43 44 The following new paragraph is inserted after the second paragraph: Kent Regional Trails Connector/Madfai AMD - 133 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 n L, 1 2 The concrete used in Heavy-Duty Junction Boxes shall have a minimum compressive strength ' 3 of 4,000 psi. L 4 5 In the fourth paragraph (after the preceding Amendment is applied), the table is revised to read: ' 6 Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Lid ASTM A 786 diamond plate steel, rolled from plate complying with ASTM A 572, grade 50 or ASTM A r- 588, and having a min. CVN toughness of 20 ft-lb at 40 degrees F. Or r Ductile iron casting meeting Section 9-05.15 Frame and stiffener plates ASTM A 572 grade 50 or ASTM A 588, both with min. CVN toughness of 20 ft-lb at 40 degrees F Or Gray iron casting meeting Section 9-05.15 Anchors (studs) Section 9-06.15 r Threaded Anchors for Gray Iron ASTM F1554 grade 55 Headed Anchor , Frame Requirements Bolts, Studs, Nuts, Washers ASTM F 593 or A 193, Type 304 or 316, or Stainless steel grade 302, 304, or 316 in L accordance with approved shop drawings Hinges and Locking and Latching In accordance with approved shop drawings r, Mechanism and associated Hardware and Bolts Safety Bars In accordance with approved shop drawings 7 L 8 The last paragraph is revised to read: 9 10 The bearing seat and lid perimeter shall be free from burrs, dirt, and other foreign debris that L 11 would prevent solid seating. Bolts and nuts shall be liberally coated with anti-seize compound. 12 Bolts shall be installed snug tight. The bearing seat and lid perimeter shall be machined to 13 allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to L 14 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for 15 each side of the lid as it bears on the frame. F 16 L 17 9-29.2(2) Standard Duty and Heavy-Duty Cable Vaults and Pull Boxes 18 This section's title is revised to read: r 19 L_ 20 Small Cable Vaults, Standard Duty Cable Vaults, Heavy-Duty Cable Vaults, Standard 21 Duty Pull Boxes, and Heavy-Duty Pull Boxes 1 22 L 23 In the first paragraph, the first sentence is revised to read: 24 25 Small, Standard Duty and Heavy-Duty Cable Vaults and Standard Duty and Heavy-Duty Pull r 26 Boxes shall be constructed as a concrete box and as a concrete lid. L- 27 28 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes rr 29 This section's title is revised to read: L. Kent Regional Trails Connector/Madfai AMD - 134 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L _i 1 2 Small Cable Vaults, Standard Duty Cable Vaults, and Standard Duty Pull Boxes 3 4 The first paragraph is revised to read: 5 , 6 Small and Standard Duty Cable Vaults and Standard Duty Pull boxes shall be concrete and 7 have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9- 8 29.2(1)C for concrete Standard Duty Junction Boxes. 9 10 In the second paragraph, the first sentence is revised to read: 11 12 Concrete for Small and Standard Duty Cable Vaults and Standard Duty Pull Boxes shall have 13 a minimum compressive strength of 4,000 psi. 14 15 In the third paragraph, the first sentence is revised to read: - 16 17 All Small and Standard Duty Cable Vaults and Standard Duty Pull Boxes placed in sidewalks, 18 walkways, and shared-use paths shall have slip-resistant surfaces. _J 19 20 The fourth paragraph (up until the colon) is revised to read: 21 22 Materials for Small and Standard Duty Cable Vaults and Standard Duty Pull Boxes shall 23 conform to the following: 24 25 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable 26 This section is supplemented with the following new subsection: 27 28 9.29.3(3) Wire Marking Sleeves 29 Wire marking sleeves shall be full-circle in design, non-adhesive, printable using an indelible 30 ink and shall fit snugly on the wire or cable. Marking sleeves shall be made from a PVC or 31 polyolefin, and provide permanent identification for wires and cables. 32 33 9-29.3(2)A4 Location Wire 34 This section is revised to read: 35 36 Location wire shall be steel core copper clad minimum size AWG 14 insulated conductor. The 37 insulation shall be orange High Molecular Weight High Density Polyethylene (HMHDPE). 38 39 9-29.13(2) Manufacturing Quality 40 This section, including title, is revised to read: 41 42 9-29.13(2) Traffic Signal Controller Assembly Testing 43 Each traffic signal controller assembly shall be tested as follows. The Contractor shall: 44 J 45 1. Prior to shipping, arrange appointment for testing at the WSDOT Materials 46 Laboratory. 47 48 2. Assembly shall be defined as tightening all screws, nuts and bolts, verifying that all 49 wiring is clear of moving parts and properly secured, installing all pluggables, 50 connecting all cables and ensure that all Contract required documents are present, 51 proper documentation is provided, and all equipment required by the Contract is 52 installed. 53 _J Kent Regional Trails Connector/Madfai AMD - 135 February 17, 2016 Federal Aid Number: CM-0615 (008) ,_J Project Number: 13-3006 f-- 1 3. The Contractor shall demonstrate that all of the functions required by the Contract 2 perform as intended. Demonstration shall include energizing the cabinet and verifying r' 3 that all 8 phases, 4 pedestrian movements and 4 overlaps (as required by the L, 4 Contract Provisions) operate per Section 9-29.13. The Contractor shall place the 5 controller in minimum recall with interval timing set at convenient value for testing r 6 purposes. Upon a satisfactory demonstration the controller assembly will then be 7 accepted by WSDOT for testing. 8 9 4. If the assembly and acceptance for testing is not complete within 7 calendar days of 10 delivery, the Project Engineer may authorize the return of the assembly to the 11 Contractor, with collect freight charges to the Contractor. r 12 13 5. WSDOT will test each traffic signal control assembly in accordance with the following �' 14 test methods, WSDOT T 421, T 422, T 423, T 424, T 425, T 427, and T 428. 15 r 16 6. If the traffic signal control assembly passes all testing, the Contractor will be notified L. 17 where the assembly is to be picked-up for delivery to the project. The Contractor 18 shall pick-up the assembly within 7 calendar days of notification. r` 19 L_ 20 7. If the traffic signal control assembly fails testing, the Contractor has 7 calendar days 21 to repair or replace any components that fail during the testing process at no cost to r 22 the Contracting Agency. All repairs shall be completed during normal business hours L 23 for the State Materials Lab. A failure shall be defined as a component that no longer 24 functions as intended under the conditions required or does not meet the F., 25 requirements of the Contract and is at the sole discretion of WSDOT. Once all repairs L 26 and replacement of components is complete WSDOT will retest the traffic controller 27 as specified in step 6 and all costs for retesting will be deducted from monies due or 1,—. 28 that may become due the Contractor. 29 L' 30 9-29.13(2)A Traffic Signal Controller Assembly Testing r 31 This section is deleted. 32 L- 33 9-29.16 Vehicular Signal Heads, Displays, and Housing 34 The last sentence of the last paragraph is revised to read: r 35 L 36 A 1-inch-wide strip of yellow retro-reflective, type IV prismatic sheeting, conforming to the 37 requirements of Section 9-28.12, shall be applied around the perimeter of each backplate with F 38 the exception of installations where all sections of the display will be dark as part of normal L 39 operation such as ramp meters, hawk signals and tunnels. 40 F 41 9-31.AP9 L 42 Section 9-31, Elastomeric Bearing Pads F 43 August 4, 2014 L 44 This section's title is revised to read: 45 L 46 Elastomeric Pads 47 r 48 9-31.1 Requirements L 49 In the first paragraph, the word "bearing" is deleted from the first sentence. 50 51 In the first sentence of the second paragraph, the word "bearing" is deleted and replaced with r 52 "elastomeric". L Kent Regional Trails Connector/Madfai AMD - 136 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. 1 2 In the last sentence of the second paragraph, the word "Bearing" is deleted and replaced with 3 "Elastomeric". 4 5 In the third paragraph, the word "bearing" is deleted and replaced with the word "elastomeric". 6 7 9-32.AP9 _.a 8 Section 9-32, Mailbox Support 9 August 4, 2014 10 9-32.7 Type 2 Mailbox Support 11 The first sentence is revised to read: 12 13 Type 2 mailbox supports shall be 2-inch 14-gage steel tube and shall meet the NCHRP 350 or 14 the Manual for Assessing Safety Hardware (MASH)crash test criteria. 15 16 9-33.AP9 17 Section 9-33, Construction Geosynthetic 18 August 3, 2015 19 9-33.4(1) Geosynthetic Material Approval 20 This section is revised to read: 21 22 Geosynthetics listed in the WSDOT Qualified Products List (QPL) are approved for use. If the 23 geosynthetics material is not listed inthe current WSDOT QPL, a sample of each proposed 24 geosynthetic shall be submitted to the State Materials Laboratory in Tumwater for evaluation. 25 Geosynthetic material approval will be based on conformance to the applicable properties 26 from the Tables in Section 9-33.2 or in the Standard Plans or Special Provisions. 27 Approval/Disapproval information will be provided within 30 calendar days after the sample 28 and required information for each geosynthetic type have been received at the State Materials 29 Laboratory in Tumwater. 30 31 The Contractor shall submit to the Engineer the following information regarding each 32 geosynthetic material proposed for use: 33 34 Manufacturer's name and current address, 35 Full product name, 36 Geosynthetic structure, including fiber/yarn type, 37 Geosynthetic polymer type(s) (for permanent geosynthetic retaining walls, reinforced 38 slopes, reinforced embankments, and other geosynthetic reinforcement applications), 39 Geosynthetic roll number(s), 40 Geosynthetic lot number(s), 41 Proposed geosynthetic use(s), and - 42 Certified test results for minimum average roll values. 43 44 Geosynthetics used as reinforcement in permanent geosynthetic retaining walls, reinforced 45 slopes, reinforced embankments, and other geosynthetic reinforcement applications require 46 proof of compliance with the National Transportation Product Evaluation Program (NTPEP) in 47 accordance with WSDOT Standard Practice T 925 or AASHTO Standard Practice PP 66, 48 Standard Practice for Determination of Long-Term Strength for Geosynthetic Reinforcement. 49 Kent Regional Trails Connector/Madfai AMD - 137 February 17, 2016 Federal Aid Number: CM-0615 (008) .,, Project Number: 13-3006 1 9-33.4(3) Acceptance Samples 2 In the the second row of the table, the value for "Application" is revised to read: 3 �- 4 Permanent Geosynthetic Reinforced Slopes, Retaining Walls, Reinforced Embankments, and 5 other Geosynthetic Reinforcement Applications 6 7 The fourth paragraph is supplemented with the following: 8 9 Test results from 9-33.4(1) Geosynthetic Material Approval testing may be used for 10 acceptance provided the tested roll(s) are part of the "lot" as defined above. 11 r- 12 9-34.AP9 13 Section 9-34, Pavement Marking Material r- 14 January 5, 2015 15 9-34.2 Paint 16 The second paragraph is revised to read: 17 L 18 Blue and black paint shall comply with the requirements of yellow paint in Section 9-34.2(4) 19 and Section 9-34.2(5), with the exception that blue and black paints do not need to meet the 20 requirements for titanium dioxide, directional reflectance, and contrast ratio. L. 21 22 9-34.4 Glass Beads for Pavement Marking Materials 23 In the third paragraph, the table titled "Metal Concentration Limits" is revised to read: L 24 Metal Concentration Limits Element Test Method Max. Parts Per Million m L Arsenic EPA 3052 SW-846 6010C 10.0 Barium EPA 3052 SW-846 6010C 100.0 r Cadmium EPA 3052 SW-846 6010C 1.0 Chromium EPA 3052 SW-846 6010C 5.0 Lead EPA 3052 SW-846 6010C 50.0 r Silver EPA 3052 SW-846 6010C 5.0 L Mercury EPA 3052 SW-846 7471 B 4.0 25 r- 26 9-34.5 Temporary Pavement Marking Tape 27 This section is revised to read: 28 �- 29 Biodegradable tape with paper backing is not allowed. L 30 31 This section is supplemented with the following new sub-sections: r 32 L 33 9-34.5(1) Temporary Pavement Marking Tape—Short Duration 34 Temporary pavement marking tape for short duration shall conform to ASTM D4592 Type 11 35 except that black tape, black mask tape and the black portion of the contrast removable tape, F 36 shall be non-reflective. L 37 38 9-34.5(2) Temporary Pavement Marking Tape— Long Duration r 39 Temporary pavement marking tape for long duration shall conform to ASTM D4592 Type I. L 40 Temporary pavement marking tape for long duration, except for black tape, shall have a 41 minimum initial coefficient of retroreflective luminance of 200 mcd*m"2*Ix' when measured in t- L Kent Regional Trails Connector/Madfai AMD - 138 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 1 accordance with ASTM E 2832 or ASTM E 2177. Black tape, black mask tape and the black 2 portion of the contrast removable tape, shall be non-reflective. 3 4 9-34.6 Temporary Raised Pavement Markers 5 This section's title is revised to read: 6 7 Temporary Flexible Raised Pavement Markers 8 9 The second paragraph is deleted. 10 11 9-35.AP9 12 Section 9-35, Temporary Traffic Control Materials 13 August 4, 2014 14 9-35.0 General Requirements 15 The following item is deleted from the list of temporary traffic control materials: 16 -� 17 Barrier Drums 18 19 The last sentence of the second paragraph is revised to read: 20 21 Certification for crashworthiness according to NCHRP 350 or the Manual for Assessing Safety 22 Hardware (MASH)will be required as described in Section 1-10.2(3). 23 24 9-35.2 Construction Signs 25 The first sentence is revised to read: 26 27 Construction signs shall conform to the requirements of the MUTCD and shall meet the 28 requirements of NCHRP Report 350 for Category 2 devices or MASH. 29 30 9-35.7 Traffic Safety Drums - 31 The third paragraph is revised to read: 32 33 Drums and light units shall meet the crashworthiness requirements of NCHRP 350 or MASH 34 as described in Section 1-10.2(3). 35 36 9-35.8 Barrier Drums 37 This section including title is deleted in its entirety and replaced with the following: 38 39 9-35.8 Vacant 40 41 9-35.12 Transportable Attenuator _J 42 In the first paragraph, the fourth sentence is revised to read: 43 y 44 The Contractor shall provide certification that the transportable attenuator complies with __J 45 NCHRP 350 Test level 3 or MASH Test Level 3 requirements. 46 47 9-35.13 Tall Channelizing Devices A 48 In the sixth paragraph, the last sentence is revised to read: 49 50 The method of attachment must ensure that the light does not separate from the device upon 51 impact and light units shall meet the crashworthiness requirements of NCHRP 350 or MASH as 52 described in Section 1-10.2(3). Kent Regional Trails Connector/Madfai AMD - 139 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 SPECIAL PROVISIONS CONTENTS PAGE Introduction ........................................................................................ SP-1 DIVISION 1 GENERAL REQUIREMENTS 1-01 Definitions and Terms 1-01 .1 General..................................................................SP-4 1 -01 .2(2) Items of Work and Units of Measurement....................SP-4 _J 1-01 .3 Definitions..............................................................SP-4 1-02 Bid Procedures and Conditions 1-02.1 Qualification of Bidders.............................................SP-6 1-02.2 Plans and Specifications ...........................................SP-6 1-02.4(2) Subsurface Information ............................................SP-6 1-02.5 Proposal Forms .......................................................SP-6 1-02.6 Preparation of Proposal ............................................SP-7 1-02.7 Bid Deposit.............................................................SP-8 1-02.9 Delivery of Proposal .................................................SP-8 1-02.10 Withdrawing, Revising, or Supplementing Proposal.......SP-9 1-02.13 Irregular Proposals ..................................................SP-9 1-02.14 Disqualification of Bidders.........................................SP-9 1-02.15 Pre Award Information .............................................SP-9 1-03 Award and Execution of Contract J 1-03.1 Consideration of Bids ...............................................SP-10 1-03.2 Award of Contract....................................................SP-10 -J 1-03.3 Execution of Contract...............................................SP-10 1-03.4 Contract Bond .........................................................SP-11 1-03.7 Judicial Review........................................................SP-12 1-04 Scope of the Work 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda ......................SP-12 1-04.9 Use of Private Properties...........................................SP-13 1 -04.11 Final Cleanup ..........................................................SP-14 Kent Regional Trails Connector/Madfai February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- L. SPECIAL PROVISIONS CONTENTS L PAGE 1-05 Control of Work r- L. 1-05.4 Conformity With and Deviations From Plans and Stakes SP-14 1-05.5 City Provided Construction Staking.............................SP-14 r L; 1-05.5(1) General..................................................................SP-14 1-05.5(2) Roadway and Utility Surveys .....................................SP-15 L 1-05.5(3) Bridge, Structure and Retaining Wall Surveys ..............SP-16 1-05.5(4) Control Stakes ........................................................SP-16 r L 1-05.5(5) Staking Services......................................................SP-17 1-05.5(6) Survey Requests .....................................................SP-18 r- L 1-05.7 Removal of Defective and Unauthorized Work..............SP-18 1-05.11 Final Inspection.......................................................SP-19 r- L 1-05.11 (1) Substantial Completion Date .....................................SP-19 1-05.11 (2) Final Inspection and Physical Completion Date.............SP-20 L. 1-05.11 (3) Operational Testing..................................................SP-20 1-05.13 Superintendents, Labor and Equipment of Contractor ...SP-21 r L 1-05.14 Cooperation With Other Contractors ...........................SP-21 1-05.15 Method of Serving Notices ........................................SP-22 r L_ 1-05.16 Water and Power.....................................................SP-22 1-05.17 Oral Agreements .....................................................SP-23 r- 1-06 Control of Material L 1-06 Control of Material ...................................................SP-23 1-06.2(2) Statistical Evaluation of Materials of Acceptance...........SP-24 L 1-06.6 Submittals..............................................................SP-25 �. 1-06.6(1) Submittal Procedures ...............................................SP-25 L 1-06.6(2) Schedule of Submittals.............................................SP-25 1-06.6(3) Shop Drawings, Product Data, and Samples ................SP-25 L 1-06.6(4) Proposed Equivalents ...............................................SP-27 r-. L r L r L Kent Regional Trails Connector/Madfai February 17. 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ry SPEC I AL PROV I S I ONS CONTENTS PAGE 1-07 Legal Relations and Responsibilities to the Public J 1-07.1 Laws to be Observed................................................SP-27 1-07.2 State Taxes ............................................................SP-28 J 1-07.2(1) State Sales Tax — Rule 171 .......................................SP-28 1-07.2(2) State Sales Tax — Rule 170 .......................................SP-28 J 1-07.2(3) Services .................................................................SP-29 1-07.6 Permits and Licenses................................................SP-29 1-07.9(1) General..................................................................SP-30 1-07.13(3) Relief of Responsibility for Damage by Public Traffic......SP-44 1-07.13(4) Repair of Damage....................................................SP-44 1-07.17 Utilities and Similar Facilities.....................................SP-44 1-07.17(3) Utility Markings .......................................................SP-45 1 .07.17(4) Payment ................................................................SP-45 1-07.17(5) Notification of Excavation..........................................SP-45 1-07.17(6) Site Inspection ........................................................SP-45 1-07.18 Insurance...............................................................SP-46 1-07.18(1) General Requirements...............................................SP-46 1-07.18(2) Additional Insured ...................................................SP-47 1-07.18(3) Subcontractors........................................................SP-48 1-07.18(4) Verification of Coverage............................................SP-48 1-07.18(5) Coverages and Limits ...............................................SP-48 1-07.18(5)A Commercial General Liability .....................................SP-49 1-07.18(5)B Automobile Liability .................................................SP-49 1-07.18(5)C Workers' Compensation............................................SP-49 1-07.18(5)F Protection and Idemnity Insurance Including Jones Act .SP-49 1-07.23 Public Convenience and Safety ..................................SP-51 1-07.23(2) Construction and Maintenance Detours .......................SP-51 1-07.24 Rights of Way .........................................................SP-51 1-07.26 Personal Liability of Public Officers .............................SP-52 1-08 Prosecution and Progress 1-08.0(1) Preconstruction Conference.......................................SP-53 1-08.0(2) Hours of Work.........................................................SP-54 Kent Regional Trails Connector/Madfai February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 SPEC I AL PROV I S I ONS CONTENTS PAGE 1-08.1 Subcontracting........................................................SP-55 L. 1-08.4 Notice to Proceed and Prosecution of Work..................SP-55 1-08.4(A) Reimbursement for Overtime Work of City Employee ....SP-57 1-08.4(B) General..................................................................SP-57 1-08.5 Time for Completion.................................................SP-58 L 1-08.6 Suspension of Work .................................................SP-58 1-08.7 Maintenance During Suspension ................................SP-59 r 1-08.8 Extensions of Time ..................................................SP-59 1-08.9 Liquidated Damages ................................................SP-59 F I_ 1-09 Measurement and Payment 1-09.2(1) General Requirements for Weighing Equipment............SP-60 r L 1-09.6 Force Account .........................................................SP-61 1-09.9(1) Retainage...............................................................SP-61 r— L 1-09.9(2) City's Right to Withhold Certain Amounts ............I.......SP-61 1-09.11 (3) Time Limitation and Jurisdiction.................................SP-61 L 1-09.13 Final Decision and Appeal .........................................SP-62 1-09.13(3) Claims $250,000 or Less ..........................................SP-63 L 1-09.13(3)A Administration of Arbitration .....................................SP-63 1-10 Temporary Traffic Control F L 1-10.1 General..................................................................SP-63 1 -10.2(1) Traffic Control Management ......................................SP-63 1-10.3(3) Traffic Control Devices .............................................SP-64 1-10.3(3)A Construction Signs...................................................SP-64 F 1-10.3(3)L Temporary Traffic Control Devices..............................SP-65 L 1-10.4(2) Item Bids With Lump Sum for Incidentals ...................SP-65 r 1-10.5 Payment ................................................................SP-65 L DIVISION 2 EARTHWORK F- L 2-01 Clearing, Grubbing, and Roadside Cleanup 2-01 .1 Description .............................................................SP-67 r 2-01 .4 Management...........................................................SP-67 2-01 .5 Payment ................................................................SP-68 r L Kent Regional Trails Connector/Madfai February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L .J SPEC I AL PROV I S I ONS CONTENTS PAGE 2-02 Removal of Structures and Obstructions 2-02.1 Description .............................................................SP-68 2-02.3 Construction Requirements .......................................SP-68 J 2-02.3(3) Removal of Pavement, Sidewalks, Driveways, Curbs, and Gutters ............................................................SP-68 2-02.4 Measurement..........................................................SP-69 2-02.5 Payment ................................................................SP-69 2-03 Roadway Excavation and Embankment 2-03.3(7)C Contractor-Provided Disposal Site ..............................SP-71 2-03.3(14)D Compaction and Moisture Control Tests ......................SP-71 2-03.5 Payment ................................................................SP-71 2-06 Subgrade Preparation 2-06.3(1) Subgrade for Surfacing.............................................SP-71 J 2-06.5 Measurement and Payment.......................................SP-72 2-07 Watering 2-07.4 Measurement..........................................................SP-72 2-12 Construction Geosynthetic 2-12.3 Construction Requirements .......................................SP-73 DIVISION 4 BASES J 4-03 Gravel Borrow 4-03.1 Description .............................................................SP-74 4-03.2 Materials ................................................................SP-74 4-03.3 Construction Requirements ......SP-74 ................................. 4-03.4 Measurement..........................................................SP-74 4-03.5 Payment ................................................................SP-74 4-04 Ballast and Crushed Surfacing 4-04.3 Construction Requirements .......................................SP-75 A 4-04.3(2) Subgrade ...............................................................SP-75 4-04.3(5) Shaping and Compaction ..........................................SP-75 4-04.3(7) Miscellaneous Requirements......................................SP-75 4-04.5 Payment ................................................................SP-76 Kent Regional Trails Connector/Madfai February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 SPEC I AL PROV 1 S I ONS CONTENTS L PAGE DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS L 5-02 Bituminous Surface Treatment r- 5-02.5 Payment ................................................................SP-76 L 5-04 Hot Mix Asphalt 5-04.3(3)A Material Transfer Device/Vehicle ................................SP-76 5-04,3(7)A Mix Design..............................................................SP-77 r" 5-04.3(8)A Acceptance Sampling and Testing ..............................SP-77 5-04.3(9) Spreading and Finishing ...........................................SP-77 r 5-04.3(10) Compaction ............................................................SP-78 L 5-04.3(10)B Control...................................................................SP-78 r- 5-04.3(12) Joints.....................................................................SP-79 L. 5-04.3(21) Temporary Pavement...............................................SP-79 5-04.5 Payment ............................................................... r- .SP-79 L 5-04.5(1) Quality Assurance Price Adjustments..........................SP-80 5-04.5(1)A Price Adjustments for Quality of HMA Mixture ..............SP-80 r L 5-04.5(1)B Price Adjustments for Quality of HMA Compaction ........SP-80 DIVISION 6 STRUCTURES L 6-01 General Requirements for Structures 6-01.2 Foundation Data......................................................SP-80 L 6-02 Concrete Structures 6-02.2 Materials ................................................................SP-80 r L 6-02.3 Construction Requirements .......................................SP-81 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings.................SP-81 r L 6-02.3(28) Erection .................................................................SP-81 6-02.4 Measurements ........................................................SP-82 L 6-02.5 Payment ................................................................SP-82 6-06 Bridge Railings r L 6-06.2 Materials ................................................................SP-83 F- L r L Kent Regional Trails Connector/Madfai February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L i SPECIAL PROVISIONS CONTENTS PAGE 6-13 Structural Earth Walls 6-13.2 Materials ..................................................................SP-83 6-13.3 Construction Requirements .........................................SP-85 J 6-13.5 Payment...................................................................SP-86 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY J SEWERS, WATER MAINS AND CONDUITS 7-15 Service Connections _.� 7-15.5 Payment ................................................................SP-86 7-01 .4 Measurement..........................................................SP-86 J DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-01 Erosion Control and Water Pollution Control 8-01 .1 Description .............................................................SP-87 8-01 .2 Materials ................................................................SP-87 -' 8-01 .3 Construction Requirements .......................................SP-87 8-01 .3(1) General ..................................................................SP-87 8-01 .3(1)A Submittals..............................................................SP-88 8-01 .3(1)B Erosion and Sediment Control (ESC) Lead ...................SP-88 8-01 .3(1)F Applicable Regulations and Criteria ............................SP-89 8-01 .3(1)G Water Quality Monitoring ..........................................SP-89 8-01 .3(2) Seeding, Fertilizing and Mulching ...............................SP-90 8-01 .3(2)B Seeding and Fertilizing .............................................SP-90 8-01 .3(2)D Mulching ................................................................SP-92 8-01 .3(2)E Soil Binders and Tacking Agents ................................SP-92 8-01 .3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch SP-93 8-01 .3(2)G Protection and Care of Seeded Areas..........................SP-93 8-01 .3(2)H Inspection ..............................................................SP-93 8-01 .3(9) Sediment Control Barriers.........................................SP-94 -J 8-01 .3(9)D Inlet Protection .......................................................SP-94 8-01 .3(17) Vehicle Maintenance and Storage...............................SP-94 8-01 .5 Payment ................................................................SP-94 Kent Regional Trails Connector/Madfai February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r Lr SPEC I AL PROV I S 1 ONS r � CONTENTS L_ PAGE r 8-02 Roadside Restoration 8-02.1 Description .............................................................SP-95 r 8-02.1 (1) Submittals..............................................................SP-96 L<, 8-02.2 Materials ................................................................SP-96 8-02.3 Construction Requirements .......................................SP-97 L 8-02.3(1) Responsibility During Construction .............................SP-97 8-02.3(3) Weed and Pest Control .............................................SP-97 r- Lw, 8-02.3(5) Planting Area Preparation .........................................SP-97 8-02.5 Payment ................................................................SP-98 r^ L. 8-04 Curbs, Gutters, and Spillways 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways............SP-98 L 8-04.5 Payment ................................................................SP-99 8-09 Raised Pavement Markers 8-09.1 Description .............................................................SP-99 8-09.3(1) Preliminary Spotting ................................................SP-99 r- 8-09.3(2) Surface Preparation .................................................SP-100 L 8-09.4 Measurement..........................................................SP-100 7 L_ 8-09.5 Payment ................................................................SP-100 8-12 Chain Link Fence and Wire Fence F 8-12.1 Description .............................................................Sp-100 L 8-12.3(1) Chain Link Fence and Gates ......................................SP-101 F 8-12.4 Measurement..........................................................SP-101 L 8-12.5 Payment ................................................................SP-101 r- 8-14 Cement Concrete Sidewalks L 8-14.1 Description .............................................................SP-101r 8-14.3(3) Placing and Finishing Concrete ..................................SP-102 L 8-14.5 Payment ................................................................SP-102 r 8-15 Riprap L 8-15.1 Description .............................................................SP-103 r 8-15.3(6) Quarry Spalls..........................................................SP-103 L 8-15.5 Payment ................................................................SP-103 F L Kent Regional Trails Connector/Madfai February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L y SPEC I AL PROV I S I ONS CONTENTS PAGE 8-18 Mailbox Support 8-18.3 Construction Requirements .......................................SP-104 8-20 Illumination, Traffic Signal Systems, and Electric 8-20.1 Description .............................................................SP-104 8-20.1 (3) Rectangular Rapid Flashing Beacon ............................SP-104 8-20.2 Standard Duty Cable Vaults and Pull Boxes .................SP-107 8-20.3 Construction Requirements .......................................SP-108 8-20.3(5) Conduit..................................................................SP-108 8-20.3(8) Wiring....................................................................SP-108 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets .........................................I...Sp-109 8-20.3(14)C Induction Loop Vehicle Detectors ...............................SP-109 8-20.3(14)D Test for Induction Loops and Lead-In Cable.................SP-109 8-20.3(14)E Signal Standards .....................................................SP-110 8-20.5 Payment ................................................................SP-110 8-21 Permanent Signing 8-21 .3(4) Sign Removal..........................................................SP-111 8-21 .3(5) Sign Relocation .......................................................SP-111 8-21 .5 Payment ................................................................SP-111 8-22 Pavement Marking 8-22.1 Description .............................................................SP-111 8-22.2 Materials ................................................................SP-112 8-22.3(2) Preparation of Roadway Surfaces ...............................SP-113 8-22.3(3) Marking Application..................................................SP-113 8-22.3(5) Installation Instructions............................................SP-113 8-22.3(6) Removal of Pavement Markings .................................SP-113 } 8-22.5 Payment ................................................................SP-114 8-23 Temporary Pavement Markings 8-23.1 Description .............................................................SP-114 Kent Regional Trails Connector/Madfai February 17, 2016 Federal Aid Number: CM-0615 (008) _� Project Number: 13-3006 w- SPECIAL PROVISIONS CONTENTS L.. PAGE 8-24 Gravity Block Wall 8-24.1 Description .............................................................SP-114 r-. 8-24.3 Construction Requirements .......................................SP-115 L. 8-24.4 Measurement..........................................................SP-117 r 8-24.5 Payment ................................................................SP-117 8-26 Bollards 8-26.1 Description .............................................................SP-117 r- 8-26.2 Materials ................................................................SP-117 8-26.3 Construction Requirements .......................................SP-118 r L 8-26.4 Measurements ........................................................SP-118 8-26.5 Payment ................................................................SP-118 L. 8-28 Pothole Utilities 8-28.1 Description .............................................................SP-118 r L. 8-28.2 Materials ................................................................SP-119 8-28.3 Construction Requirements .......................................SP-119 L 8-28.4 Measurement..........................................................SP-119 8-28.5 Payment ................................................................SP-119 8-30 Project Signs L 8-30.1 Description .............................................................SP-119 F 8-30.2 Materials ................................................................SP-120 L 8-30.3 Construction Requirements .......................................SP-120 F 8-30.3(1) Erection of Posts......................................................SP-120 L 8-30.3(2) Design A ................................................................SP-120 r 8-30.3(3) Installation .............................................................SP-120 L 8-30.4 Measurement..........................................................SP-120 r 8-30.5 Payment ................................................................SP-121 L 8-31 Pin Pile Boardwalk F- 8-31 .1 Description .............................................................SP-121 L 8-31 .2 Materials ................................................................SP-121 I` 8-31 .3 Construction Requirements .......................................SP-122 L 8-31 .3(1) Pin Piles .................................................................SP-122 r- 8-31 .3(2) Boardwalk Fabrication ..............................................SP-123 L Kent Regional Trails Connector/Madfai February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L SPECIAL PROVISIONS CONTENTS PAGE 8-31 .4 Measurement..........................................................SP-123 8-31 .5 Payment ................................................................Sp-123 DIVISION 9 MATERIALS 9-03 Aggregates 9-03.12(3) Gravel Backfill for Pipe Zone Bedding .........................SP-124 9-03.14(1) Gravel Borrow.........................................................SP-124 9-03.21 (1)D Recycled Steel Furnace Slag......................................SP-125 _J 9-14 Erosion Control and Roadside Planting 9-14.1(1) Topsoil Type A ........................................................SP-125 9-14.1 MA Rotted Manure ........................................................SP-128 9-14.1(1)B Peat ......................................................................SP-128 9-14.1(1)C Sandy Loam ...........................................................SP-128 9-14.2 Seed......................................................................SP-129 9-14.3 Fertilizer.................................................................SP-129 9-16 Fence and Guardrail .J 9-16.1 (1)B Chain Link Fence Fabric............................................SP-130 9-28 Signing Materials and Fabrication _J 9-28.1 General..................................................................SP-130 9-28.14(2) Steel Structures and Posts ........................................SP-131 9-29 Illumination, Signal, Electrical 9-29.1 Conduit, Innerduct, and Outerduct.............................SP-132 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes................SP-132 9-29.2(1) Standard Duty and Heavy-Duty Junction Boxes............SP-132 9-29.3 Fiber Optic Cable, Electrical Conductors and Cable........SP-132 9-29.3(2)1 Twisted-Pair Communication Cable.............................SP-132 9-29.6 Light and Signal Standards .......................................SP-132 9-29.6(2) Slip Base Hardware..................................................SP-133 9-29.6(5) Foundation Hardware ...............................................SP-133 9-29.6(6) Aluminum Light Standards........................................SP-133 J 9-29.10 Luminaries .............................................................SP-133 9-29.10(1) Conventional Roadway Luminaries .............................SP-133 J 9-29.12 Electrical Splice Materials..........................................SP-134 Kent Regional Trails Connector/Madfai February 17, 2016 Federal Aid Number: CM-0615 (008) ,__, Project Number: 13-3006 r SPEC I AL PROV I S I ONS CONTENTS L PAGE 9-29.12(1) Illumination Circuit Splices........................................SP-134 9-29.12(2) Traffic Signal Splice Material .....................................SP-135 n 9-29.13 Traffic Signal Controllers...........................................SP-135 9-29.13(2) Flashing Operations .................................................SP-135 9-29.13(3) Emergency Preemption.............................................SP-135 r Lr 9-29.13(7) Traffic Actuated Controller ........................................SP-135 9-29.13(7)B Auxillary Equipment for NEMA Controllers ...................SP-136 L_ 9-29.13(7)D NEMA Controller Cabinets .........................................Sp-138 9-29.16 Vehicular Signal Heads, Displays, and Housing SP-138 r L 9-29.16(2)A Optical Units ...........................................................SP-138 9.29.16(2)B Signal Housing ........................................................SP-139 r L 9,29.19 Pedestrian Push Buttons ...........................................SP-139 9-29-20 Pedestrian Signals ...................................................SP-139 t+ L 9-29.21 Flashing Beacon ......................................................SP-139 9-29.24 Service Cabinets......................................................SP-140 L. 9-29.24(2) Electrical Circuit Breakers and Contactors ...................SP-140 9-29.26 Street Light Lamps ..................................................SP-141 9-29.27 Traffic Signal Battery Backup Power Unit.....................SP-141 L 9-29.28 Traffic Management Camera......................................SP-142 F�' 9-33.4(1) Geosynthetic Material Approval........................ L. ..........SP-142 Standard Plans ..............................................................................SP-146 L. L: L: L. L. r- L. Kent Regional Trails Connector/Madfai February 17, 2016 r, Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L , SPEC I AL PROV I S I ONS The following Special Provisions are made a part of this contract and supersede any J conflicting provisions of the 2014 Standard Specifications for Road, Bridge, and Municipal Construction, and the foregoing Amendments to the Standard Specifications. J 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. (Regions' date) Region Special Provision _a (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: -A Regions' ER Eastern Region NCR North Central Region J 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. _J J _1 Kent Regional Trails Connector/Madfai SP - 1 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r° DIVISION 1 - GENERAL REQUIREMENTS `- 1-01 DEFINITIONS AND TERMS U r^ DESCRIPTION OF WORK (March 13, 1995) This Contract provides for the improvement of Kent Regional Trails Connector and r other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. r The project consists of the construction of approximately 4,700 foot long multi-use trail that includes 100' of pin pile boardwalk, a 50 foot long concrete bridge, two rapid flashing beacons, and a 'HAWK' pedestrian signal system. �. 1-01.3 Definitions (January 4, 2076 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and L replace them with the following: Dates L Bid Opening Date r The date on which the Contracting Agency publicly opens and reads the Bids. L Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. L Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. r L. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. r Substantial Completion Date L The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and r safety standpoint, any remaining traffic disruptions will be rare and brief, and L 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. Physical Completion Date The day all of the Work is physically completed on the project. All r documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date 7 The day all the Work specified in the Contract is completed and all the L obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be r furnished by the Contractor before establishment of this date. Final Acceptance Date r The date on which the Contracting Agency accepts the Work as complete. L Kent Regional Trails Connector/Madfai SP - 2 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L Supplement this Section with the following: All references in the Standard Specifications, Amendments, 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. 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. J Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Kent Regional Trails Connector/Madfai SP - 3 February 17, 2016 Federal Aid Number: CM-0615(008) Project Number: 13-3006 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 r the date on which the Contract time begins. Traffic r Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. r" SECTION 1-01. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: '- 1-01.1 General (Special Provision) F_ L When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. L SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: L.. 1-01.2(2) Items of Work and Units of Measurement �- (Special Provision) r- EA Each L Eq. Adj. Equitable Adjustment FA Force Account r HR Hour L M GAL Thousand gallons N I C Not In Contract SF Square Feet L SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: L. r L 1-01.3 Definitions (Special Provision) ' Contract r The written agreement between the Contracting Agency and the Contractor. It L describes, among other things: 1 . What work will be done, and by when; 2. Who provides labor and materials; and L 3. How Contractors will be paid. r L Kent Regional Trails Connector/Madfai SP - 4 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L -' The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS" IS SUPPLEMENTED BY ADDI NG THE FOLLOWING DEFINITION: Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders (Special Provision) Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also J 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"). Kent Regional Trails Connector/Madfai SP - 5 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: L_ 1-02.2 Plans and Specifications (Special Provision) r L_ 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. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. r Examination Of Plans, Specifications And Site Of Work L Subsurface Information L. Section 1-02.4(2) is supplemented with the following: (January 2, 2012) L The soils information used for study and design of this project is available for review by the bidder at the following location: r L Appendix 4 r The soils information includes the following: Recommendations for the design of bridge and signal pole foundations. r 1-02.4(2) Subsurface Information (March 8, 2013 APWA GSP) L_ The second sentence in the first paragraph is revised to read: r- The Summary of Geotechnical Conditions and the boring logs, if and when included L as an appendix to the Special Provisions, shall be considered as part of the Contract. L SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: F (***** ) L 1-02.5 Proposal Forms r (Special Provision) L Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the F advertised project from the City upon furnishing a non-refundable payment as L specified in the "Invitation to Bid" or by downloading at no charge at KentWA.gov/procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the L documents, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the r L Kent Regional Trails Connector/Madfai SP - 6 February 17. 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. Preparation of Proposal The fourth paragraph of Section 1 -02.6 is revised to read: ..J (May 7, 2012) 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 EF (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. Directions for delivery of the Disadvantaged Business Enterprise Written Confirmation Documents and Disadvantaged Business Enterprise Good Faith Effort documentation are included in Sections 1-02.9. 1-02.6 Preparation of Proposal (June 27, 2071 APWA GSP) SUPPLEMENT THE SECOND PARAGRAPH WITH THE FOLLOWING: J 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. J 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. _a Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). -J A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. J Kent Regional Trails Connector/Madfai SP - 7 February 17, 2016 Federal Aid Number: CM-0615 (008) A Project Number: 13-3006 r SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND L REPLACING WITH THE FOLLOWING: F_ (******) L 1-02.6 Preparation of Proposal r (Special Provision) L It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder r shall confirm that all Addenda have been received. All blanks in the proposal forms `- must be appropriately filled in. r SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE L LAST PARAGRAPH.- Proposals must contain original signature pages. FACSIMILES OR OTHER L FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. r SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: r (******) L 1-02.7 Bid Deposit r (Special Provision) L A deposit of at least 5 percent of the total Bid shall accompany each Bid. This r deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any L 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 r- minimum 5-percent required. The Surety shall: (1) be registered with the L 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. L The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall F make the Bid nonresponsive and shall cause the Bid to be rejected by the L Contracting Agency. F 1-02.9 Delivery of Proposal L (August 15, 2012 APWA GSP, Option A) r Delete this section and replace it with the following: Each proposal shall be submitted in a sealed envelope, with the Project Name and r Project Number as stated in the Call for Bids clearly marked on the outside of the L envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. r L If the project has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, then to be considered responsive, the Bidder F shall submit with their Bid Proposal, written Confirmation Documentation from L Kent Regional Trails Connector/Madfai SP - 8 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272-056A EF, as required by Section 1-02.6. J 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. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 O Withdrawing, Revising, or Supplementing Proposal J (Special Provision) After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WI TH THE FOLLOWING: J 1-02.13 Irregular Proposals (Special Provision) a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders (Special Provision) " 3. The bidder is not qualified for the work or to the full extent of the bid. J 1-02.15 Pre Award Information (August 14, 2013 APWA GSP) Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1 . A complete statement of the origin, composition, and manufacture of any or all J materials to be used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required for the various phases of the work, Kent Regional Trails Connector/Madfai SP - 9 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the l Engineer, L 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. r- 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. r- 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) L. Revise the first paragraph to read: r L After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a �- discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder's unit or lump sum price is less than the r- minimum specified amount, the Contracting Agency will unilaterally revise the unit L or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales r- taxes where applicable and such additives and/or alternates as selected by the L Contracting Agencv, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract r- bond. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 r- CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. L r 1-03.2 Award of Contract L (Special Provision) 1-03.3 Execution of Contract �. (October 1, 2005 APWA GSP) r Revise this section to read: L F_ Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for signature by the successful bidder on the first business day following L award. The number of copies to be executed by the Contractor will be determined by the Contracting Agency. L Within ten calendar days after the award date, the successful bidder shall return the signed Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and L Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre-award information the Contracting Agency r may require under Section 1-02.15. Kent Regional Trails Connector/Madfai SP - 10 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency-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 Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of four additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it, J SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract (Special Provision) No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. _J 1-03.4 Contract Bond (July 23, 2075 APIMA GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall: 1 . Be on Contracting Agency-furnished form(s); 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier J subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the J Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; Kent Regional Trails Connector/Madfai SP - 11 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on L the project under titles 50, 51, and 82 RCW; and 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and L 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond(s) must L be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing the bond(s) to bind the ,- corporation (i.e., corporate resolution, power of attorney, or a letter to such effect signed by the president or vice president). SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) r- 1-03.7 Judicial Review L (Special Provision) r Any decision made by the City regarding the award and execution of the contract L. or bid rejection shall be conclusive subject to the scope of judicial review permitted r. under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. r^ 1-04 SCOPE OF THE WORK L 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, r Specifications, and Addenda (March 13, 2012 APWA GSP) F- Revise the second paragraph to read: L. 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, L 2. Proposal Form, F 3. Special Provisions, L 4. Contract Plans, 5. Amendments to the Standard Specifications, ' 6. Standard Specifications, L. 7. Contracting Agency's Standard Plans or Details (if any), and 1- 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. L. r SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL L PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, r. "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. L (Special Provision) r.. L Kent Regional Trails Connector/Madfai SP - 12 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: � \ J 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (Special Provision) 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans S. WSDOT Standard Plans SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties (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. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the J 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. Kent Regional Trails Connector/Madfai SP - 13 February 17, 2016 Federal Aid Number: CM-0615 (008) J Project Number: 13-3006 7 The Contractor shall not be entitled to additional compensation or an extension of L the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. r SECTION 1-04. 11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: r 1-04.11 Final Cleanup (Special Provision) '- 2. Remove from the project all unapproved and/or unneeded material left from F- grading, surfacing, paving, or temporary erosion control measures. 1-05 CONTROL OF WORK F L SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. r 1-05.4 Conformity With and Deviations From Plans and Stakes F (Special Provision) L DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: F L r- 1-05.5 City Provided Construction Staking L 1-05.5(1) General (Special Provision) New Section L As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. L The City will supply construction stakes and marks establishing lines, slopes and r- grades as set forth in Sections 1-05.5(2) through 1-05.5(6) of the Kent Special L Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and F marks. L The Contractor shall provide a work site clear of equipment, stockpiles and r obstructions which has been prepared and maintained to permit construction L staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount L of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey F work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city r survey crew to complete the rescheduled work. Note: A surveyor working day is a L Kent Regional Trails Connector/Madfai 5P - 14 February 17, 2016 r- Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. -J It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $270/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or A reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. A (******) 1-05.5(2) Roadway and Utility Surveys (Special Provision) New Section The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1 . Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set _J forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. Kent Regional Trails Connector/Madfai SP - 15 February 17, 2016 Federal Aid Number: CM-0615 (008) j Project Number: 13-3006 r 1-05.5(3) Bridge, Structure and Retaining Wall Surveys (Special Provision) New Section L For all structural work such as bridges and retaining walls, the Contractor shall F retain as a part of Contractor organization an experienced team of surveyors under L direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control which will be provided by the City. r 1 . Sufficient horizontal control points to allow the Contractor to establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 bench marks in close proximity to the work area. 3. Permanent monuments as shown on the drawings or as given by the City. L The Contractor shall establish all secondary survey controls, both horizontal and r vertical, as necessary to assure proper placement of all project elements based on L the primary control points provided by the City. Survey work shall be within the following tolerances: F L 1 . Stationing +.01 foot 2. Alignment +0.1 foot (between successive points) r 3. Superstructure Elevations +0.1 foot (from plan elevations) L 4. Substructure Elevations +0.5 foot (from plan elevations) r During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities. L The Contractor shall be fully responsible for the close coordination of field locations and measurements within appropriate dimensions of structural members being r fabricated. L L 1-05.5(4) Control Stakes (Special Provision) New Section r L Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the L importance and necessity to preserve the stakes. r The Contractor shall determine appropriate construction stake offset distances to L prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be r charged at the rate of $270/hr for a city survey crew to replace the stakes. The L Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monuments is required by the construction operations of the Contractor or its subcontractors, L Kent Regional Trails Connector/Madfai SP - 16 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. J 1-05.5(5) Staking Services „1 (Special Provision) New Section Work requests must be made at least 3 working days in advance of the required staking. J The City will furnish the following stakes and reference marks: 1 . Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction -J centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 4. Curb and Gutters - One set of curb and gutter stakes shall be set at an J appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 5. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 6. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 7. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults,junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults,junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. Kent Regional Trails Connector/Madfai SP - 17 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r L_ The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility L and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $150/hour. 1-05.5(6) Survey Requests I_ (Special Provision) New Section r It shall be the Contractor's responsibility to properly schedule survey crews and L coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity r- shown, in a single day: L Roadway grading +/-1500 lineal feet of centerline >— Curb and gutter +/-1300 lineal feet (one side only) L Base and top course +/-1000 lineal feet of centerline Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into r stationing. For example, a survey request for storm sewer pipe from Station 3+00 L to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and r interconnected. L- 1-05.7 Removal of Defective and Unauthorized Work r- (October 1, 2005 APWA GSP) L Supplement this section with the following: L. 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 L replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or L_ might cause serious risk of loss or damage to the public. r L Kent Regional Trails Connector/Madfai SP - 18 February 17, 2016 Federal Aid Number: CM-0615 =8) Project Number: 13-3006 L_ J 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. A 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. _J 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. SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: _I � ` l 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date (Special Provision) J When the Contractor considers the work to be substantially complete, the Contractor shall notify the Engineer and request in writing that the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: 1 . The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remain to be completed in order to reach physical 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. However, 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, notify ry the Contractor giving the reasons for the Engineer's determination. Upon receipt of written notice from the Engineer 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. Kent Regional Trails Connector/Madfai SP - 19 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r i� This process shall be repeated until the Engineer establishes the Substantial Completion Date. r L. 1-05.11 (2) Final Inspection and Physical Completion Date (Special Provision) When the Contractor considers the work physically complete and the Engineer agrees that the work is ready for Final Inspection, the Contractor, by written notice, shall request that the Engineer schedule a Final Inspection. The Engineer r will set a date for Final Inspection. The Engineer and the Contractor will then �- make a Final Inspection and the Engineer, if necessary, will notify the Contractor in writing of all particulars in which the Final Inspection reveals the work incomplete r or unacceptable. The Contractor shall immediately take all necessary corrective measures to remedy the listed deficiencies. The Contractor shall allocate the necessary resources to pursue completion of all corrective work vigorously, r diligently, and without interruption until achieving physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected. L If action to correct the listed deficiencies is not initiated within seven (7) calendar days after receipt of the written notice listing the deficiencies, the Engineer may, r upon written notice to the Contractor, take all necessary steps to correct those deficiencies and may deduct all costs incurred to correct the deficiencies from monies due or to become due the Contractor. Upon correction of all deficiencies, the Engineer will notify the Contractor, 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 L imply that all the obligations of the Contractor under the contract have been fulfilled. i�. r 1-05.11 (3) Operational Testing L (Special Provision) r It is the intent of the City to have at the Physical Completion Date a complete and L. operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to �. have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. F' L_ Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the L contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. F L Kent Regional Trails Connector/Madfai SP - 20 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date -� cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. -� The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. SECTION 1-05. 13 IS REVISED BY DELETING THE LAST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-05.13 Superintendents, Labor, and Equipment of Contractor .� (Special Provision) Whenever the City evaluates the Contractor's qualifications pursuant to Section 1- 02.1, the City may take these or other Contractor performance reports into account. Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: (**** *) 1 1-05.14 Cooperation With Other Contractors J The City shall not be responsible for any damages suffered by the Contractor resulting directly or indirectly from the performance or attempted performance of any other City contract or contracts existing or known to be pending at the time of bid. Details of known projects are as follows: None present Kent Regional Trails Connector/Madfai SP - 21 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 1-- L~ SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: r r 1-05.14(1) Coordination With Others `- (Special Provision) New Section r-- Within 5 days after Notice to Proceed the contractor shall schedule an L: onsite inspection with PSE to determine the method of transporting the bridge to the site and installation of the bridge at the site. If it is determined that a power shut down of the 115 KV I lines is required, the L: contractor shall request a formal shut down request in writing to PSE within 5 days after the onsite inspection meeting. Based on power r consumption and other factors, it will be PSE's decision to grant or refuse a shutdown. It shall be the contractors responsibility to schedule the transmission line shutdown time with PSE or determine an alternate r- method of installation. All costs associated with any power shutdown shall be included in the bid item price for Superstructure (Pedestrian Bridge). i_. 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) r L. Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. �. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification r^ required to be furnished under the Contract, must be in paper format, hand L. delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as a-mails or electronically delivered copies of F correspondence will not constitute such notice and will not comply with the requirements of the Contract. r Add the following new section: �. 1-05.16 Water and Power (October 9, 2005 APWA GSP) L The Contractor shall make necessary arrangements, and shall bear the costs for F power and water necessary for the performance of the work, unless the contract I includes power and water as a pay item. r- L SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: �. L L Kent Regional Trails Connector/Madfai $P - 22 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1-05.16 Water and Power (Special Provision) New Section The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements (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 J agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by an authorized agent of the City. J 1-06 CONTROL OF MATERIAL Section 1-06 is supplemented with the following: Buy America _ (August 6, 2012) 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. 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 Kent Regional Trails Connector/Madfai SP - 23 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 n physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, l_ 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 r of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. r. 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. n The following are considered to be steel manufacturing processes: IJ 1 . Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. L c. Electric furnace. r- rw. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. L 3. Fabrication of the products. a. Spinning wire into cable or strand. r� b. Corrugating and rolling into culverts. L c. Shop fabrication. L 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 L Form 350-109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 17 350-109EF. L SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. L. r 1-06.2(2) Statistical Evaluation of Materials for Acceptance (Special Provision) r- SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW L SECTIONS: r******) L Kent Regional Trails Connector/Madfai SP - 24 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L _a 1-06.6 Submittals 1-06.6(1) Submittal Procedures (Special Provision) New Section All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: ' 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. A 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1 A, 1 B, 1 C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. A 1-06.6(2) Schedule of Submittals (Special Provision) New Section The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by -� the City. The schedule shall be available at the preconstruction conference (see 1- 08.0) of the Kent Special Provisions. The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. J 1-06.6(3) Shop Drawings, Product Data, and Samples (Special Provision) New Section The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall Kent Regional Trails Connector/Madfai SP - 25 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r make and distribute any required copies for its superintendent, subcontractors `- and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall L make and distribute any required copies for its superintendent, subcontractors and suppliers. r— 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: r 1. Each submittal shall include all of the items required for a complete assembly I-- or system. 2. Submittals shall contain all of the physical, technical and performance data r, required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection L points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or r mark every page of every copy of all Product Data submittals to show the L specific items being submitted and all options included or choices offered. rr The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The F-- Contractor's letter shall: L 1 . Cite the specific Contract requirement including the Specification Section bid F item number and paragraph number for which approval of a deviation is L sought. 2. Describe the proposed alternate material, item or construction, explain its F advantages, and explain how the proposed alternate meets or exceeds the L Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. L. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. r L The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: L 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute F- approval or deletion of specified or required items not shown in the partial Lr submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be F made by the Contractor and subject to its compatibility with the work not L Kent Regional Trails Connector/Madfai SP - 26 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re-submittal. An amended resubmission is J required. Re-submittals that contain changes that were not requested by the Engineer on the a previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.6(4) Proposed Equivalents ' (Special Provision) New Section The Engineer retains the exclusive right, at his or her sole discretion, to accept or J reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) J Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. _J The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be Kent Regional Trails Connector/Madfai SP - 27 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- intended to include review and adequacy of the Contractor's safety measures in, ` on, or near the project site. 1-07.2 State Taxes r- Delete this section, including its sub-sections, in its entirety and replace it with the following: r, 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the r 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 r- 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 r 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 L 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- r related taxes have been paid (RCW 60.28.051). The Contracting Agency may L deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates r to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.20) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving r, streets, roads, etc., which are owned by a municipal corporation, or political it 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 r- 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 F bid item prices, or other contract amounts, including those that the Contractor L pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. F L 1-07.2(2) State Sales Tax — Rule 170 r 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 L 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, L Kent Regional Trails Connector/Madfai SP - 28 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 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 -J virtue of installation. .1 For work performed in such cases, the Contractor shall collect from the Contracting J 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 J 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 J 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 A Department of Revenue Rules 138 and 244). SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: _J -.� 1-07.6 Permits and Licenses (Special Provision) The City has obtained the following permits: Hydraulic Project Approval (HPA) SEPA NEPA Drainage District #1 Approval Olympic Pipeline Approval PSE Limited Use Operating Permit WSDOT Construction Agreement Contractor shall obtain, at its sole cost, all other permits required to complete this project. 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 _J contract with the laws, ordinances, rules, regulations, and orders. Kent Regional Trails Connector/Madfai SP - 29 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r Load Limits L Section 1-07.7 is supplemented with the following: r L (March 13, 1995) If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's L expense, make all arrangements for the use of the haul routes. Wages General r- (January 8, 2016) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General L Decision No. WA160001. r— The State rates incorporated in this contract are applicable to all construction activities associated with this contract. r-- SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: r 1-07.90) General �- (Special Provision) �. The wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the L. Contract within six months of the bid opening. The City will not adjust the Contractor's bid in the event the State or Federal Government adjusts the prevailing wage rates after the Bid Opening Date. L Requirements for Nondiscrimination F (August 3, 2015) r Disadvantaged Business Enterprise Condition of Award Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and L 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. L DBE Abbreviations and Definitions Broker — A business firm that provides a bona fide service, such as professional, technical, consultant or managerial services and assistance in the procurement of L essential personnel, facilities, equipment, materials, or supplies required for the performance of the Contract; or, persons/companies who arrange or expedite r transactions. Kent Regional Trails Connector/Madfai SP - 30 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 y ' Disadvantaged Business Enterprise (DBE) — A business firm certified by the ry Washington State Office of Minority and Women's Business Enterprises, as meeting the criteria outlined in 49 CFR 26 regarding DBE certification. Commercially Useful Function (CUF) 49 CFR 26.55(c)(1) defines commercially useful function as: "A DBE performs a i 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." DBE Commitment — The dollar amount the Contractor indicates they will be subcontracting to be applied towards the DBE Condition of Award Goal as shown on the DBE Utilization Certification Form, and in the Bid Item break down for each DBE Subcontractor. This DBE Commitment amount will be incorporated into the Contract and shall be considered a Contract requirement. Any changes to the DBE Commitment shall require Engineer's approval. DBE Condition of Award (COA) Goal — An assigned numerical percentage of the Bid amount of the Contract. 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). The DBE COA Goal will also be applied to change orders associated with this Contract. DBE Directory of Certified Firms — A publication listing all Minority, Women, and Disadvantaged Business Enterprises currently certified by the Washington State Office of Minority and Women's Business Enterprises (OMWBE). The on-line Directory is available to contractors for their use in identifying and soliciting interest from DBE firms whose participation on a contract may be counted toward achievement of the assigned DBE COA Goal. Description of Work — Specific descriptions of work that the DBE is certified to perform, as identified in the OMWBE Directory of Certified Firms, under the DBE's profile page. Good Faith Efforts — Efforts to achieve the DBE COA Goal or other requirements of this part which, by their scope, intensity, and appropriateness to J the objective, can reasonably be expected to fulfill the program requirement. Manufacturer (DBE) — A DBE firm that operates or maintains a factory or J 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. Kent Regional Trails Connector/Madfai SP - 31 February 17, 2016 Federal Aid Number: cm-0615 (om Project Number: 13-3006 r 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 r' to the public in the usual course of business. To be a Regular Dealer, the DBE firm shall engage 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 keep such products in stock if it owns or operates distribution equipment. Brokers and packagers shall not be regarded as Regular Dealers within the meaning of this definition. DBE COA Goal The Contracting Agency has established a COA Contract Goal in the amount of: 18% DBE Eligibility/Selection of DBEs r, A Directory of Certified Firms is available at the OMWBE web site. A description of specific items of work that a DBE is certified to perform is shown in the directory on the DBE's profile page. r-• 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 it is participating is executed. DBE participation cannot be counted toward the Contractor's contract goal until r the amount being counted has actually been paid to the DBE. The following are some examples of what may be counted as DBE participation. In all cases the DBE must be certified for the work being considered and must be capable of performing a CUF during the execution of the Work. DBE Prime Contractor �- A DBE Contractor may 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 F- DBE performs with its own forces. L DBE Subcontractor F_ Only that portion of the total dollar value of the subcontract equal to the distinct, L clearly defined portion of the Work that the DBE performs with its own forces. Include the cost of supplies and materials obtained by the DBE for its work on F the contract, and equipment leased by the DBE. L. The supplies, materials, and equipment purchased or leased from the Contractor F or its affiliate shall not be credited. Including any Contractor's resources available to DBE subcontractors at no cost. If a DBE subcontracts a portion of the Work of its contract to another firm, the value of the subcontracted Work may be counted oward the DBE COA Goal only L if the DBE's Lower-Tier Subcontractor is also a DBE. Work subcontracted to a non-DBE does not count towards the DBE COA Goal. r L Count expenditures toward DBE COA Goal only if the DBE is performing a commercially useful function (CUF) on that contract. L Kent Regional Trails Connector/Madfai SP - 32 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 DBE Subcontract and Lower Tier Subcontract Documents There must be a subcontract agreement that complies with 49 CFR Part and fully describes the distinct elements of Work committed to be performed by the DBE. J The subcontract agreement shall incorporate requirements of the primary Contract. Subcontract agreements of all tiers, including lease agreements shall be readily available at the project site for the Engineer review. a DBE Broker/Packager y The value of fees or commissions charged by a DBE Broker or a DBE behaving in a manner of a Broker for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance will only be credited towards meeting the DBE COA Goal if the firm is determined a to be performing a CUF. Force Account Work When the Contractor elects to utilize force account Work to meet the DBE COA J Goal, as demonstrated by listing this force account Work on the DBE Utilization Certification Form, for the purposes of meeting DBE COA Goal, only 50% of the Proposal amount shall be credited toward the Contractors 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 DBE COA Goal. Trucking ,J The DBE trucking firm 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. J The Work that a DBE trucking firm performs with trucks it leases from other certified DBE trucking firms qualify for 100% DBE credit. Only the fees/commissions the DBE receives for arranging the transportation services provided is credited when trucks are leased from non-DBE trucking firm, The trucking Work subcontracted to any non-DBE trucking firm will not receive credit for Work done on the project. Truck registration and lease agreements shall be readily available at the project site for the Engineer review. DBE Manufacturer and DBE Regular Dealer If materials or supplies are obtained from a DBE Manufacturer, 100 percent of the cost of materials or supplies can count toward the DBE COA Goal. The DBE Manufacturer shall be certified as such by OMWBE. J Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular Dealer may be credited toward meeting the DBE COA Goal. If the role of the DBE Regular Dealer is determined to be that of a Broker, then the DBE credit shall be limited to the fee or commission it receives for its services. Regular Dealer status is granted on a Contract-by-Contract basis, J A firm wishing to be approved as a Regular Dealer must submit a request in writing to WSDOT for approval, no later than ten working days prior to Bid _J Kent Regional Trails Connector/Madfai SP - 33 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r opening. The Approved Regular Dealers List is published on WSDOT's Office of Equal Opportunity (OEO) web site. r- 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 changes for the delivery of materials or supplies required on a job site, can count toward DBE COA Goal, provided the fees are not excessive as compared with fees customarily allowed for similar services. The cost of the materials and supplies themselves cannot be counted toward DBE COA Goal. Note: Requests to be listed as a Regular Dealer will only be processed if the r requesting firm is certified by the Office of Minority and Women's Business Enterprises in a NAICS code that fall within the 42XXXX NAICS Wholesale code section. Disadvantaged Business Enterprise Utilization Certification FORM # 272- 056 EF r To be eligible for award of the Contract, the Bidder shall properly complete and L submit a Disadvantaged Business Enterprise Utilization Certification with the Bidder's sealed Bid Proposal, as specified in Section 1-02.9 Delivery of Proposal. r The Bidder's Disadvantaged Business Enterprise Utilization Certification must �. clearly demonstrate how the Bidder intends to meet the DBE COA Goal. A Disadvantaged Business Enterprise Utilization Certification (WSDOT Form 272- 056EF) is included in your Proposal package for this purpose as well as instructions on how to properly fill out the form. r 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 r- COA Goal. • Force account at 50% Regular dealer at 60% In the event of arithmetic errors in completing the Disadvantaged Business Enterprise 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 L adjusted accordingly. Note: The Contracting Agency shall consider as non-responsive and shall reject L any Bid Proposal submitted that does not contain a Disadvantaged Business Enterprise Utilization Certification Form that accurately demonstrates how the Bidder intends to meet the DBE COA Goal. L Disadvantaged Business Enterprise Written Confirmation Document(s) r FORM # 422-031 EF L The Bidder shall submit a Disadvantaged Business Enterprise Written Confirmation Document (completed and signed by the DBE) for each DBE firm listed in the Bidder's completed Disadvantaged Business Enterprise Utilization L 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 r nonresponsive resulting in Bid rejection. L Kent Regional Trails Connector/Madfai SP - 34 February 17, 2016 f- Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L The Confirmation Documents provide confirmation from the DBEs that they are participating in the Contract as provided in the Contractor's Commitment. The Confirmation Documents must be consistent with the Utilization Certification. _J A Disadvantaged Business Enterprise Written Confirmation Document (form No. 422-031 EF) is included in your 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 a Written Confirmation Document was signed by a DBE that was not complete; the validity of the document comes into question and the associated DBE participation may not receive credit. J 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 J DBE COA Goal. Achieving the DBE COA Goal may be accomplished in one of two ways, as follows: J 1 . By meeting the DBE COA Goal The best indication of GFE is to document, through submission of the Disadvantaged Business Enterprise Utilization Certification and A supporting Disadvantaged Business Enterprise Written Confirmation Document(s) that the Bidder has obtained enough DBE participation to meet or exceed the assigned DBE COA Goal. That being the case, no additional GFE documentation is required. Or; 8 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. In this case, the Bidder must J supply GFE documentation in addition to the Disadvantaged Business Enterprise Utilization Certification, and supporting Disadvantaged Business Enterprise (DBE) Written Confirmation Document(s). Note: In the case where the Bidder was awarded the contract based on demonstrating adequate GFE the advertised DBE COA Goal will not be reduced to the Bidder's partial commitment. Further, the Bidder shall demonstrate a GFE during the life of the Contract to attain the DBE COA Goal as assigned to the project. A GFE documentation shall be received, as specified in the special provisions for Section 1-02.9 Delivery of Proposal. Based upon all the relevant documentation submitted in Bid or as a supplement to Bid, the Contracting Agency shall determine whether the Bidder has demonstrated sufficient GFE to achieve DBE participation. The Contracting J Agency will make a fair and reasonable judgment of whether a Bidder that did not meet the DBE COA Goal through participation, made adequate good faith efforts as demonstrated by the GFE documentation. -� Kent Regional Trails Connector/Madfai SP - 35 February 17, 2016 Federal Aid Number: CM-061 S (008) Project Number: 13-3006 r Good Faith Effort (GFE) Documentation 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. r 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 r- 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. L- 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 Contractor might otherwise prefer to perform these Work items with its own forces, L 3. Providing interested DBEs with adequate information about the Plans, r Specifications, and requirements of the Contract in a timely manner to �- assist them in responding to a solicitation. f— a. Negotiating in good faith with interested DBEs. It is the Bidder's L responsibility to make a portion of the Work available to DBE subcontractors and suppliers and to select those portions of the Work or material needs consistent with the available DBE L 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 L 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 L the Work. b. A Bidder using good business judgment would consider a number of L 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 L 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 r the DBE COA Goal, as long as such costs are reasonable. Also, the ability or desire of a Contractor to perform the Work of a Contract L with its own organization does not relieve the Bidder of the responsibility to make Good Faith Efforts. Contractors are not, however, required to accept higher quotes from DBEs if the price L difference is excessive or unreasonable. FF 4. Not rejecting DBEs as being unqualified without sound reasons based on L a thorough investigation of their capabilities. The Contractor's standing within its industry, membership in specific groups, organizations, or F associations and political or social affiliations (for example union vs. non- L. Kent Regional Trails Connector/Madfai SP - 36 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 union employee status) are not legitimate causes for the rejection or non-solicitation of bids in the Contractor's efforts to meet the DBE COA Goal. J 5. Making efforts to assist interested DBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Contractor. J y 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 a 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 Any Bidder has the right to reconsideration but only for the purpose of reassessing the GFE documentation that was originally submitted with their Bid, ., and determined to be inadequate. The Bidder must request within 48 hours of GFE determination and schedule a reconsideration hearing within seven calendar days of notification of being nonresponsive or forfeit the right to reconsideration. J 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. ..a Only the GFE documentation submitted and evaluated to meeting the required DBE COA Goal shall be considered. 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. 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. Kent Regional Trails Connector/Madfai SP - 37 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r^ 1 . Additional information for all successful DBEs as shown on the Disadvantaged Business Enterprise Utilization Certification: r-- a. Correct business name, federal employee identification number (if available), and mailing address. r- b. List of all Bid items (with a clear description of the Work to be �- performed) assigned to each successful DBE, including the dollar value. L: C. Description of partial items (if any) to be sublet to each successful DBE specifying the Work committed under each item to be performed and including the dollar value of the DBE portion. d. Total amounts shown for each DBE shall match the amount shown on the Disadvantaged Business Enterprise Utilization Certification. A breakdown that does not conform to the Disadvantaged Business Enterprise Utilization Certification or that demonstrates a different r amount of DBE participation than that included in the Disadvantaged Business Enterprise Utilization Certification will be returned for correction. 2. 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 L name and mailing address. r 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. r Procedures after Execution Commercially Useful Function (CUF) The Contractor may only take credit for the payments made for Work r performed by a DBE that is determined to be performing a CUF. 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 r- will conduct CUF reviews to ascertain whether DBEs are performing a CUF. A L DBE performs a CUF when it is carrying out its responsibilities of its contract by actually performing, managing, and supervising the Work involved. The F DBE must be responsible for negotiating price; determining quality and L quantity; ordering the material and 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 tr materials cannot be counted toward DBE COA Goal. Leasing of equipment from a leasing company is allowed. However, leasing/purchasing equipment r from the Contractor is not allowed. Lease agreements shall be readily available for review by the Engineer. 30 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 L DBE shall employ a Traffic Control Supervisor who is directly involved in the management and supervision of the traffic control employees and services. Kent Regional Trails Connector/Madfai SP - 38 February 17, 2016 r Federal Aid Number; CM-0615 (008) Project Number: 13-3006 L -' 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. _J The Engineer will use the following factors 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. The owner demonstrates business related knowledge, shows up on site and is active in running the business. 0 The DBE finances are independently controlled by the DBE, • The DBE shall with its own workforce, operate at least one fully licensed, insured, and operational truck used on the Contract. Employees are shown exclusively on the DBE payroll. .J . The DBE may lease trucks without drivers from a non-DBE truck leasing company. If the DBE leases trucks from a non-DBE truck leasing company and uses its own employees as drivers, it is entitled to J credit for the total value of these hauling services. • Lease agreements for trucks shall indicate that the DBE has exclusive use of and control over the truck. 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. • Leased trucks shall display the name and identification number of the DBE. • Leased trucks shall be driven by DBE employees included in the DBE's payroll. The DBE may lease trucks from another DBE including a DBE owner-operator. The DBE who leases trucks from another DBE shall claim participation for the total value of the transportation services the lessee DBE provides on the Contract. Joint Checking A joint check is issued by a Contractor to a Subcontractor and to a material supplier for items or services to be incorporated into a project. 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 J between the parties involved, including the conditions of the arrangement and expected use of the joint checks. 'J 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 and installing -, Kent Regional Trails Connector/Madfai SP - 39 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r (where applicable) and paying for the material itself." The Contractor shall , submit DBE Joint Check Request Form for the Engineer approval prior to r° using a joint check. L 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, L no DBE credit will be given for the DBE's participation as it relates to the material cost. Prompt Payment Refer to Section 1-08.1 for Prompt Payment requirements associated with this contract. Reporting All certified DBE Work whether COA or race neutral participation is reported. L The Contractor shall submit a Monthly Report of Amounts Credited as DBE Participation to the Project Engineer each month, regardless of whether ,- payments were made or Work occurred, between Execution of the Contract L and the final amounts paid to DBE contractor or Completion of the Contract using the application available at: https://remoteapps.wsdot.wa.gov/mapsdata/tools/dbeparticipation/. The monthly report is due 20 calendar days following the end of the month. After L. Execution of the Contract, the Contractor shall send an e-mail to r DBEPAdmin@wsdot.wa.gov containing the following information: the first and last name, e-mail address, title and phone number of the person that will be submitting the above documents for the Contractor. The e-mail shall include r the WSDOT contract number they will be reporting on. After receipt of this information by WSDOT, the Contractor will receive an e-mail containing their username and password for the application and a link to the application. Reporting instructions are available in the application. L. In the event that the payments to a DBE contractor have been made by an entity other than the Contractor, as in the case of a lower-tier Subcontractor or supplier, then the Contractor shall obtain evidence of payments from the paying entity and report these payments to the Engineer. r, Changes in COA Work Committed to DBE L_ The Contractor shall utilize the COA DBEs to perform the work and supply the materials for which each is committed unless approved by the Engineer. The Contractor shall not be entitled to any payment for work or material completed L by the Contractor or subcontractors that was committed to be completed by the COA DBEs. r Owner Initiated Changes The Engineer will consider the impact on DBE participation in instances where the Engineer changes Work that was committed to a DBE at the time of Contract Award. In such instances, the Contractor shall not be required to L substitute for the Work but is encouraged to do so. The Engineer may direct DBE participation or solicitation of DBEs as part of a change order. L Contractor-I nitiated Changes The Contractor cannot reduce the amount of work of a COA DBE without good cause, even if the Contractor continues to meet the DBE COA Commitment L. Kent Regional Trails Connector/Madfai SP - 40 February 17, 2016 1 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' through other means. Reducing a COA DBE's Commitment is viewed as a partial DBE termination, subject to the procedures below. Original Quantity Under runs In the event that Work committed to a DBE firm as part of the COA underruns the original planned quantities the Contractor is encouraged to J substitute the remaining applicable Work to another DBE but is not required to do so. Contractor Proposed DBE Substitutions Requests to substitute a COA DBE must be for good cause (see DBE termination process below), and requires the written approval of the Engineer. After receiving a termination with good cause approval, the Contractor may only replace a DBE with another certified DBE. When any changes encountered between Contract Award and Execution that result in a substitution of COA DBE, the substitute DBE shall be certified prior to the due date for bids on the Contract. DBE Termination a Termination of a COA DBE (or an approved substitute DBE) is only allowed in whole or in part with prior written approval of the Engineer. 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. J • 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. J • 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. J • The DBE's owner dies or becomes disabled with the result that the DBE is unable to complete its Work on the contract. J Good cause does not exist if: Kent Regional Trails Connector/Madfai SP - 41 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r • The Contractor seeks to terminate a COA DBE so that the Contractor can self-perform the Work. r- • The Contractor seeks to terminate a COA DBE so the Contractor L can substitute another DBE contractor or non-DBE contractor after Contract Award. r- L • 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). r— I:.._. Prior to requesting termination, the Contractor shall give notice in writing to the DBE with a copy to the Engineer of its intent to request to terminate DBE r Work and the reasons for doing so. The DBE shall have five (5) working 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. When a COA DBE is terminated, or fails to complete its work on the contract F for any reason, the Contractor shall substitute with another DBE, substitute L other DBE participation or provide documentation of GFE. A plan to achieve the COA DBE Commitment shall be submitted to the Engineer within 2 r— working days of the approval of termination or the Contract shall be suspended until such time the substitution plan is submitted. r Decertification/Graduation When a DBE is "decertified" or "graduates" from the DBE program during the `- course of the Contract, the participation of that DBE shall continue to count towards the DBE COA Goal as long as the subcontract with the DBE was executed prior to the decertification notice. The Contractor is obligated to L substitute when a DBE does not have an executed subcontract agreement at the time of decertification/graduation. L Consequences of Non-Compliance Breach of Contract f Each contract with a Contractor (and each subcontract the Contractor signs L with a Subcontractor) must include the following assurance clause: F 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 r- Part 26 in the award and administration of DOT-assisted contracts. Failure by L 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 L limited to: (1) Withholding monthly progress L payments; (2) Assessing sanctions; L Kent Regional Trails Connector/Madfai SP - 42 February 17, 2016 Federal Aid Number: cm-0615 =8) Project Number: 13-3006 L (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. Federal Agency Inspection Section 1-07.12 is supplemented with the following: (January 25, 20 1 6) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA J 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 _J 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 1273, the amendments thereto, the applicable wage rates, and this Special Provision. Kent Regional Trails Connector/Madfai SP - 43 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r SECTION 1-07.13(3) IS DELETED IN ITS ENTIRETY. 1-07.13(3) Relief of Responsibility for Damage by Public Traffic (Special Provision) SECTION 1-07.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: r L l r 1-07.13(4) Repair of Damage L (Special Provision) r The Contractor shall promptly repair all damage to either temporary or permanent L work as directed by the Engineer. Alternatively, the Engineer may elect to accomplish repair by other means; however, the Contractor shall pay for these r repairs and the City may deduct these repair costs from monies due or to become L due the Contractor. No payment will be made for delay or disruption of work. r Utilities and Similar Facilities L Section 1-07.17 is supplemented with the following: (April 2, 2007) Locations and dimensions shown in the Plans for existing facilities are in r accordance with available information obtained without uncovering, measuring, or other verification. r The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: L Centur Link Comcast Jason Tesdal Jerry Steele (206) 345-3488 (206) 391-1763 L (203) 683-4242 (cell) Puget Sound Energy Verizon Chang Pak Brad Landis L (253) 395-6988 (425) 201-0901 (425) 449-6735 (425) 766-1740 r L SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: L r 1-07.17 Utilities and Similar Facilities L (Special Provision) Kent Regional Trails Connector/Madfai SP - 44 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings (Special Provision) New Section Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. .J 1-07.17(4) Payment (Special Provision) New Section 1 All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re-marking or repair of damaged utilities due to the Contractor's failure to a maintain marks or to locate utilities in accordance with this section. a 1-07.17(5) Notification of Excavation (Special Provision) New Section Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other J form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. J 1-07.17(6) Site Inspection (Special Provision) New Section Kent Regional Trails Connector/Madfai SP - 45 February 17, 2016 Federal Aid Number: cm-0615 (008) Project Number: 13-3006 r Contractor warrants and represents that it has personally, or through its L employees, agents and/or subcontractors, examined all property affected by this r project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The Olympic Pipeline Company (OPLC) requires a representative/inspector on site when any work is being performed within ten feet (10') of the pipeline(s) or if the reach of mechanized equipment is capable of extending within ten feet (10') of the pipeline(s). Two (2) business days prior to notice to OPLC is highly recommended for any work. Notice to OPLC does not relieve the contractor of any notification responsibility to the appropriate state One-Call System. This includes any potholing activities. L The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Centur Link Comcast Jason Tesdal Jerry Steele (206) 345-3488 (253) 288-7532 (203) 683-4242 (cell) (206) 391-1763 (cell) L Puget Sound Energy Verizon Chang Pak Brad Landis (253) 395-6988 (425) 201-0901 (425) 449-6735 (425) 766-1740 (cell) 1-07.18 Public Liability and Property Damage Insurance L Delete this section in its entirety, and replace it with the following: r- L 1-07.18 Insurance (January 4, 2016 APIMA GSP) L 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all F subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VI I and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or F reject the insurance provided, based on the insurer's financial condition. L B. The Contractor shall keep this insurance in force without interruption from the F_ commencement of the Contractor's Work through the term of the Contract and for L thirty (30) days after the Physical Completion date, unless otherwise indicated below. F_ L C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this r Contract. The policy shall state that coverage is claims made, and state the L retroactive date. Claims-made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier r termination of this Contract, and the Contractor shall annually provide the . Kent Regional Trails Connector/Madfai SP - 46 February 17, 2016 , Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L -' Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella Liability insurance policies shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self-insurance, or self- insured pool coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor's insurance and shall not contribute with it. E. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two business days of their receipt of such notice. F. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days' notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such -I 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. H. All costs for insurance shall be incidental to and included in the unit or lump sum -� prices of the Contract and no additional payment will be made. 1-07.18(2) Additional Insured -j All insurance policies, with the exception of Workers Compensation, and of Professional Liability and Builder's Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein: ■ the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained J by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1- 07.18M describes limits lower than those maintained by the Contractor. For Commercial General Liability insurance coverage, the required additional insured endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. Kent Regional Trails Connector/Madfai SP - 47 February 17. 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 1-07.18(3) Subcontractors The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor-provided L insurance as set forth herein, except the Contractor shall have sole responsibility for L determining the limits of coverage required to be obtained by Subcontractors. r The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that section as detailed in 1 -07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. Upon request by the Contracting Agency, the Contractor shall forward to the L' Contracting Agency evidence of insurance and copies of the additional insured endorsements of each Subcontractor of every tier as required in 1-07.18(4) L. Verification of Coverage. 1-07.18(4) Verification of Coverage r The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of r Contracting Agency to demand such verification of coverage with these insurance L. requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. L Verification of coverage shall include: r' 1 . An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed L in 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies r- instead of a separate endorsement. I_ 3. Any other amendatory endorsements to show the coverage required herein. r 4. A notation of coverage enhancements on the Certificate of Insurance shall not L satisfy these requirements — actual endorsements must be submitted. r Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Contractor's maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to limit the liability of the Contractor to the coverage r— provided by such insurance, or otherwise limit the Contracting Agency's recourse to L any remedy available at law or in equity. r All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the Kent Regional Trails Connector/Madfai SP - 48 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L deductible or self-insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy's deductibles or self-insured retention, said deductibles or self-insured retention shall be the J responsibility of the Contractor. 1-07.18(5)A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01 , including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products- completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's completed operations for at least three years following Substantial Completion of the Work. -� Such policy must provide the following minimum limits: $1 ,000,000 Each Occurrence $2,000,000 General Aggregate ' $2,000,000 Products & Completed Operations Aggregate $1 ,000,000 Personal & Advertising Injury each offence $1,000,000 Stop Gap / Employers' Liability each accident 1-07.18(5)B Automobile Liability Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: $1,000,000 Combined single limit each accident 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 1-07.18(5)F Protection & Indemnity Insurance Including Jones Act (January 4, 2016 APWA GSP) If this Contract involves marine activities, or work from a boat, vessel, or floating platform, the Contractor shall procure and maintain Protection and Indemnity (P&I) coverage including collision liability, injury to crew (Merchant Marine Act of 1920 - Jones Act) and passengers, removal of wreck and liability for seepage, pollution, containment and cleanup using form SP-23 or SP 38 or a form as least as broad. All entities listed under 1- Kent Regional Trails Connector/Madfai SP - 49 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 07.18(2) of these Special Provisions shall be named as additional insureds on the Contractor's Protection and Indemnity insurance policy. r. Such policy must provide the following minimum limits: L $1,000,000 Bodily Injury by Accident - each accident or occurrence �. $1,000,000 Bodily Injury by Disease - each employee L. $1,000,000 Bodily Injury by Disease - policy limits r Public Convenience and Safety i- Construction Under Traffic r,- L_ Section 1-07.23(1) is supplemented with the following: r- (January 2, 2012) L Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by L the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall r be in accordance with adopted and approved Traffic Control Plans, and L other contract requirements. During nonworking hours equipment or materials shall not be within the L WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. L During actual hours of work, unless protected as described above, only r- materials absolutely necessary to construction shall be within the WZCZ L and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the r- roadway. i_ The Contractor's nonessential vehicles and employees private vehicles shall r not be permitted to park within the WZCZ at any time unless protected as described above. L Deviation from the above requirements shall not occur unless the r Contractor has requested the deviation in writing and the Engineer has L provided written approval. r Minimum WZCZ distances are measured from the edge of traveled way L. and will be determined as follows: f Regulatory Distance From L Posted Speed Traveled Way Feet r 35 mph or less 10* L 40 mph 15 45 to 55 mph 20 rF 60 mph or greater 30 L *or 2-feet beyond the outside edge of sidewalk Kent Regional Trails Connector/Madfai SP - 50 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J Minimum Work Zone Clear Zone Distance A 1-07.23 Public Convenience and Safety Construction Under Traffic (January 5, 2015) Lane closures are subject to the following restrictions: Two lanes shall be maintained for southbound on 64th Ave. and 68th Ave. S. between 2:00 PM and 6:00 PM. ..a Two lanes shall be maintained for northbound traffic on 64th Ave. and 68th Ave. S. between 6:00 AM and 9:00 AM. J These restrictions shall apply to the entire project limits. _a 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. Lane closures are not allowed on any of the following: 1. A holiday, 2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or 15 Monday are considered a holiday weekend. A holiday weekend includes 16 Saturday, Sunday, and the holiday. 3. After 12:00 PM (noon) on the day prior to a holiday or holiday weekend, and 4. Before 10:00 AM on the day after the holiday or holiday weekend. SECTION 1-07.23(2) IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-07.23(2) Construction and Maintenance of Detours (Special Provision) If any trail closure or detour is necessary during construction, notification for trail users shall be provided on the trail, at nearby trailheads and on the City's website a minimum of 2 weeks prior to closure of the trail. A 1-07.24 Rights of Way (July 23, 2015 APWA GSP) Delete this section and replace it with the following: J Kent Regional Trails Connector/Madfai SP - 51 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r Street Right of Way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. r L Generally, the Contracting Agency will have obtained, prior to bid opening, all F- rights of way and easements, both permanent and temporary, necessary for L carrying out the work. Exceptions to this are noted in the Bid Documents or will be L brought to the Contractor's attention by a duly issued Addendum. r- Whenever any of the work is accomplished on or through property other than L public Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be L included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. r- L Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or L rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the L Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. L Each property owner shall be given 48 hours notice prior to entry by the F' Contractor. This includes entry onto easements and private property where private L improvements must be adjusted. r The Contractor shall be responsible for providing, without expense or liability to the L Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other F Contractor needs. However, before using any private property, whether adjoining L the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release (" from the property owner of each property disturbed or otherwise interfered with by L reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of F the private property affected, stating that permission has been granted to use the L property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written L releases must be filed with the Engineer before the Completion Date will be established. r L SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: r L 1-07.26 Personal Liability of Public Officers r (Special Provision) L Kent Regional Trails Connector/Madfai SP - 52 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS 1-08 PROSECUTION AND PROGRESS a Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.00) Preconstruction Conference (Special Provision) New Section The Engineer will furnish the Contractor with up to five copies of the Contract plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor may have discovered. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or _.J affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. _J 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1. A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. Kent Regional Trails Connector/Madfai SP - 53 February 17, 2016 Federal Aid Number: CM-0615 (0013) J Project Number: 13-3006 r 4. Schedule of submittals. (See 1-06.6(2)) L.. 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. r' 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. L. Add the following new section: r L.. 1-08.0(2) Hours of Work (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8-hour period r^ between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch I_ break. If the Contractor desires different than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract L shall be established at or prior to the preconstruction conference. L. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than 7 days prior to the day(s) the Contractor is requesting to change the hours. If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: -, 1 . On non-Federal aid projects, requiring the Contractor to reimburse the L. Contracting Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. (The r Engineer may require designated representatives to be present during the L work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the r Contracting Agency's material testing lab; inspectors; and other Contracting L Agency employees or third party consultants when, in the opinion of the Engineer, such work necessitates their presence.) F 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to L contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non working day for the week will be charged as a working day. r 5. If Davis Bacon wage rates apply to this Contract, all requirements must be L met and recorded properly on certified payroll L- Kent Regional Trails Connector/Madfai SP - 54 February 17, 2016 , Federal Aid Number; CM-0615 (008) Project Number: 13-3006 L Subcontracting Section 1-08.1 is supplemented with the following: (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the �I 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 (Form 421 -012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects (Form 420-004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be -� available and open to similar inspection or audit for the same time period. 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 APIMA 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 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 J the contract. When shown in the Plans, the first order of work shall be the installation of high J 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 Kent Regional Trails Connector/Madfai SP - 55 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 F_ 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. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work (Special Provision) �- r Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the r Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the L Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized L interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. r L_ Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 r hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal r straight time L 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. L L If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the L Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8- hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work L outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to F be completed during normal straight time hours. If city surveyors are required to L work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. 7' r_ Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue I_ work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The L Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. F L Kent Regional Trails Connector/Madfai SP - 56 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees (Special Provision) Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. 1 . If locate work is required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122,030, the City will bill the Contractor for the work. Such billing may be at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General (Special Provision) The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. The original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. J If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. Kent Regional Trails Connector/Madfai SP - 57 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain r responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. L Time for Completion r L Section 1-08.5 is supplemented with the following: r (March 13, 1995) This project shall be physically completed within one hundred twenty (120) working days. L: SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: r L. 1-08.5 Time for Completion L (Special Provision) r Contract time shall begin on the day of the Notice to Proceed. The Contract L Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. r- L SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH AND SIXTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: r L l / r 1-08.6 Suspension of Work L- (Special Provision) r If the performance of all or any part of the Work is suspended, for an unreasonable L period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for L. any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension, if (1) the performance would have been suspended, by L any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the F. Contract. L If the Contactor believes that the performance of the Work is suspended, for an 17' unreasonable period of time and such suspension, is the responsibility of the L. Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the L. Engineer receives the Contractor's written notice to protest. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other L Kent Regional Trails Connector/Madfai SP - 58 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' records as may be deemed necessary by the Engineer to assist in evaluating the protest. SECTION 1-08.7 IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-08.7 Maintenance During Suspension (Special Provision) SECTION 1-08.8 IS REVISED BY DELETING PARAGRAPHS 1 THROUGH 3 AND REPLACING THEM WITH THE FOLLOWING: 1-08.8 Extensions of Time (Special Provision) The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The request shall be limited to the change in the critical path of the Contractor's schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable a the Engineer to ascertain the basis and amount of the time requested. The Contractor shall be responsible for showing on the progress schedule that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or other reasonable alternatives. A The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section 1-05.1 . ITEM 1 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: (Special Provision) 1 . Failure to obtain all materials and workers. 1-08.9 Liquidated Damages (August 74, 2073 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, the formula for liquidated damages shown above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to Kent Regional Trails Connector/Madfai SIP - 59 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for L completing the physical Work on the Contract. L 1-09 MEASUREMENT AND PAYMENT r L_ 1-09.2(1) General Requirements for Weighing Equipment r (July 23, 2015 APWA GSP, Option 2) 1T Revise item 4 of the fifth paragraph to read: r 4. Test results and scale weight records for each day's hauling operations are L. provided to the Engineer daily. Reporting shall utilize WSDOT form 422-027, Scaleman's Daily Report, unless the printed ticket contains the same information that is on the Scaleman's Daily Report Form. The scale operator L must provide AM and/or PM tare weights for each truck on the printed ticket. r- SECTION 1-09.2(1) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING: 1-09.2(1) General Requirements for Weighing Equipment r (Special Provision) L Trucks and Tickets F L Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide L tickets for self printing scales. All tickets shall, at a minimum, contain the following information: F L 1 . Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. r 3. Date and hour of weighing. L. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, F- except where the scale has a tare beam and the net weight can be read L directly. In such case, only net weight need be recorded on the ticket. 6. Weighman's identification. F 7. Contract number. L 8. Unit of measure. 9. Legal gross weight in Remarks section. F" 10. Location of delivery. L The vehicle operator shall deliver the ticket in legible condition to the material F- receiver at the material delivery point. F Kent Regional Trails Connector/Madfai SP - 60 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1-09.6 Force Account (October 10, 2008 APWA GSP) J 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. Retainage Section 1-09.9(1) including title is deleted and replaced with the following: (June 27, 2011) Vacant J SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2)City's Right to Withhold Certain Amounts (Special Provision) New Section The City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1 . The cost of defective work not remedied. 2. Fees and charges of public authorities or municipalities. 3. Liquidated damages. 4. Engineering and inspection fees beyond Completion Date. _ 5. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 6. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. 1-09.11(3) Time Limitation and Jurisdiction (July 23, 2015 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 Kent Regional Trails Connector/Madfai SP - 61 February 17. 2016 Federal Aid Number: CM-0615 (008) J Project Number: 13-3006 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 r- asserted against a county, RCW 36.01 .05 shall control venue and jurisdiction. The parties understand and agree that the Contractor's failure to bring suit within the L. time period provided, shall be a complete bar to any such claims or causes of 7 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 L 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 r records deemed necessary by the Contracting Agency to assist in evaluating the �- claims or action. SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: `- L 1-09.11(3) Time Limitations and Jurisdiction (Special Provision) r L. This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, i- Washington. For convenience of the parties to this contract, it is mutually agreed that any L, claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's L failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. L It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have L timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. F L SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: r L 1-09.13 Final Decision and Appeal r (Special Provision) L All disputes arising under this contract shall proceed pursuant to Section 1-04.5 F and 1-09.11 of the WSDOT Standard Specifications and any Kent Special L Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's L decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court L Kent Regional Trails Connector/Madfai SP - 62 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-09.13(3) Claims $250,000 or Less (October 1, 2005 APWA GSP) Delete this section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration (July 23, 2015 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters is located, provided that where claims subject to arbitration are asserted against a county, RCW 36.01 .05 shall control venue and jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. J 1-1 O TEMPORARY TRAFFIC CONTROL SECTION 1-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.1 General (Special Provision) The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations that may occur on highways, roads, streets, sidewalks, pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with an approved Traffic Control Plan. Traffic Control Management General Section 1-10.2(1) is supplemented with the following: Kent Regional Trails Connector/Madfai SP - 63 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r-� (January 8, 2016) r Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: r The Northwest Laborers-Employers Training Trust L' 27055 Ohio Ave. r Kingston, WA 98346 (360) 297-3035 L Evergreen Safety Council r 12545 135th Ave. NE Kirkland, WA 98034-8709 1-800-521-0778 or (425) 814-3930 L- The American Traffic Safety Services Association r 15 Riverside Parkway, Suite 100 L Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 L SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: r L_ r- 1-10.2(1) General (Special Provision) The TCS shall be certified as a work site traffic control supervisor by one of the L following: r- Evergreen Safety Council L 401 Pontius Avenue North Seattle, WA 98109 1 (800) 521-0778 or (206) 382-4090 L The Northwest Laborers-Employers Training Trust r- 27055 Ohio Avenue L. Kingston, WA 98346 (360) 297-3035 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: L L 1-10.3(3)A Construction Signs (Special Provision) L Kent Regional Trails Connector/Madfai SP - 64 February 17, 2016 Federal Aid Number: CM-061 S (008) Project Number: 13-3006 L ' Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.30) of the WSDOT Standard Specifications. SECTION 9-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: d 1-10.3(3)L Temporary Traffic Control Devices (Special Provision) New Section When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. Measurement Item Bids With Lump Sum for Incidentals d Section 1-10.4(2) is supplemented with the following: --d (August 2, 2004) The bid proposal does not contain the item "Project Temporary Traffic Control," lump sum. The provisions of Section 1-10.4(2) shall apply. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment (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 for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. Kent Regional Trails Connector/Madfai SP - 65 February 17, 2016 Federal Aid Number: CM-0615(008) Project Number: 13-3006 L. The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the r_ item for "Traffic Control Labor". eT. The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: r 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be r paid on a prorated basis in accordance with the total job progress as L determined by progress payments. The unit contract price for "Portable Changeable Message Sign (PCMS)" per day L shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation L. of the PCMS within the project limits will be paid under the item "Traffic Control Labor." r L. The unit contract price for "Sequential Arrow Sign (SASY per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work r and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications, The operator of this device will be paid under the item "Traffic Control Labor." L. When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. L When traffic control bid items are included in the bid proposal, payment is limited F to the following work areas: L. 1. The entire construction area under contract and for a distance to include the F initial warning signs for the beginning of the project and the END OF L CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits F will apply to each section individually. L 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. L r L Kent Regional Trails Connector/Madfai SP - 66 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above. DIVISION 2 — EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP Description Section 2-01 .1 is supplemented with the following: (March 13, 1995) Clearing and grubbing on this project shall be performed within the following limits: A maximum of 3 feet on each side of the proposed trail footprint. SECTION 2-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-01.1 Description (Special Provision) The Contractor shall clear, grub, clean up, remove and dispose of all material and miscellaneous items within the work area which are necessary, but for which no specific bid item is provided. Clearing and grubbing on this project shall be performed within the following limits: Within the right of way as shown on the plans necessary for project construction — only remove trees identified by the Engineer, The Contractor shall notify the Engineer of any trees that require removal that are not already shown on the plans. The Contractor shall not remove any trees without prior approval by the Engineer. The Contractor shall protect all adjacent property and utilities during tree removal. The Contractor shall trim trees to allow for 10-foot clearance above the sidewalk. SECTION 2-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: -� 2-01.4 Measurement (Special Provision) - "Remove Existing Street Tree and Stump" shall be measured per each. Street trees are defined as trees 6" to 24" DBH (diameter breast height, defined as 4'-0" above ground) located adjacent to sidewalks. Other trees requiring removal shall be considered incidental to the clearing and grubbing item. Kent Regional Trails Connector/Madfai SP - 67 February 17, 2016 Federal Aid Number: CM-0615(008) Project Number: 13-3006 L.. SECTION 2-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: F 2-01.5 Payment (Special Provision) The unit price per each for "Remove Existing Street Tree and Stump" shall be full r pay for all labor, equipment, supplies, materials, and tools required to remove and L dispose of existing street trees, tree stumps and roots as directed by the Engineer. This bid item also includes backfilling and compacting any void. r L 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS r SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L L 2-02.1 Description (Special Provision) L This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. Removal of Structures and Obstructions Removal of Pavement, Sidewalks, Curbs, and Gutters Section 2-02.3(3) is supplemented with the following: r- L (September 8, 1997) The approximate thickness of the asphalt concrete pavement is 0.33 ft. L. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: r 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters !- (Special Provision) L In removing pavement, sidewalks, and curbs the Contractor shall: r L 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 r Engineer, or permitted by the Kent Special Provisions. L 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 r that is to remain and the portion to be removed. When asphalt pavements L Kent Regional Trails Connector/Madfai SP - 68 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L -, `A are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining J 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. Measurement Section 2-02.4 is supplemented with the following: (September 8, 1997) Pavement removal will be measured by the square yard. (October 25, 1999) Sidewalk removal will be measured by the square yard. (September 8, 1997) Curb removal will be measured by the linear foot. - Payment Section 2-02.5 is supplemented with the following: (September 30, 1996) "Removing Asphalt Concrete Pavement", per square yard. (November 3, 1999) "Removing Concrete Sidewalk", per square yard. (September 8, 1997) "Removing Cement Concrete Curb", per linear foot. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: J 2-02.5 Payment (Special Provision) Payment will be made in accordance with Section 1-04.1, for the following bid a 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, Kent Regional Trails Connector/Madfai SP - 69 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 supplies and equipment required to remove existing asphalt from sidewalk for a depth 'of 3 inches, and from roads for a depth of 6 inches. Included in this price is , the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid ' according to the following formula: (Encountered thickness — 6 inches) x unit bid price =additional compensation 6 inches r- For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation r for the extra thickness would be: L. (8 — 6) x 6 _ $0.67/SY in addition to the unit price. No other compensation shall be allowed. L_. 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 remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. "Saw Cut Existing Asphalt Concrete Pavement" "Saw Cut Existing Cement Concrete Pavement" The unit price contract price per lineal foot for the above items constitutes complete compensation for all materials, labor and equipment required to saw cut r.. existing pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 r inches, it shall be paid according to the following formula: L. (Encountered thickness — 6 inches) x unit bid price =6 inches additional compensation r For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/1-F then its additional compensation L for the extra thickness would be: r $2.00 L" (8 — 6) x 6 = $0.67/LF in addition to the unit bid price. No other compensation r shall be allowed. L__ A vertical saw cut shall be required between any existing pavement, sidewalk, or F curb that is to remain and the portion to be removed. The costs of other types of L. pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. L The unit contract price per each for "Remove and Relocate Existing Bollard" constitutes complete compensation for all labor, materials, tools, supplies and I- L Kent Regional Trails Connector/Madfai SP - 70 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L y equipment required to remove the existing bollards and disposing of them offsite, or relocate them as shown on the plans or directed by the Engineer. J 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site (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. SECTION 2-03.3(94)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests (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. J SECTION 2-03.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.5 Payment (Special Provision) The unit contract price per cubic yard for "Trail Excavation Incl. Haul" shall be full compensation for all costs incurred for excavating, loading, hauling, placing or otherwise disposing of material. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(7) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing (Special Provision) Kent Regional Trails Connector/Madfai SP - 71 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 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 r Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, r Method B except ASTM D-1557 shall determine the maximum density. L SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-O6.5 Measurement and Payment L (Special Provision) r The cost for work required for compaction of the subgrade shall be included by the L Contractor in the unit contract price of other bid items. r 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: L r 2-07.4 Measurement (Special Provision) r The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street (253) 856-5600 to measure the quantities of water used. .Hydrant wrenches are also available at the City r Maintenance Shops at the Contractors option. No additional deposit is required for �. the hydrant wrench. The City shall provide all water that comes from the City water system. L Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street L (253) 856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. L The Contractor shall provide his own gate valve on the hose side of the r hydrant meter with which to control water flow. L At the end of the permit duration, the Contractor shall deliver the hydrant meter rr (and wrench if applicable) to the City Maintenance Shops for reading. If the L Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial L hydrant meter deposit shall be transferred to the new meter issued. See Appendix A-15. f L Kent Regional Trails Connector/Madfai SP - 72 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J Construction Requirements Section 2-12.3 is supplemented with the following: (November 17, 1997) Geosynthetic Wrapped Slope Facing Construction The Contractor shall use a temporary form system to minimize sagging of the geosynthetic facing elements during construction. A typical example of a temporary form system and sequence of reinforced slope construction required when using this form are detailed in the Plans. Geosynthetic reinforcement splices exposed at the slope face shall prevent loss of backfill material through the face. The splicing material exposed at the slope face shall be as durable and strong as the material to which the splices are tied. J The Contractor shall compact the zone within 3 ft of the slope face without causing damage or distortion to the slope face or reinforcing layers by using light mechanical tampers approved by the Engineer. The wall face shall be stepped vertically rather than using a battered forming system. Boston Ivy shall be placed in the slope face through the geosynthetic reinforcement layers in the horizontal portion of each step as indicated in the Plans. The first row of ivy plants shall be placed in the bottom layer of the reinforced slope. Rows of plants shall be spaced vertically no more than 16 ft -' apart. Plants within a row shall be spaced horizontally 6 to 7 ft apart. Holes placed through the reinforcement shall be the minimum size necessary to install the plants. J (November 17, 1997) Welded Wire Facing Construction The Contractor shall install welded wire facing as shown in the Plans. Horizontally adjacent facing panels shall be butted together such that no gap between facing panels exists. Butted together facing panel splices shall be offset from each other in adjacent layers so that the splices do not line up with one another from layer to layer. If secondary geosynthetic reinforcement is specified, secondary reinforcement splices transverse to the slope shall be butted together and the splice shall be held together with hog rings, or other methods approved by the Engineer in the manner that will prevent the splice from separating during geosynthetic installation and backfilling. J The front 3 inches to 6 inches of reinforced slope backfill at the slope face, as shown in the Plans, shall be thoroughly mixed with lime, 16-16-16 fertilizer, and grass seed to create a vegetated face. Lime shall be applied at a rate 6.0 _a Ibs/cy, fertilizer at a rate of 0.7 Ibs/cy, and grass seed at a rate of 0.4 Ibs/cy. The Contractor shall compact the zone within one meter of the slope face without causing damage or distortion to the slope face or reinforcing layers by using light mechanical tampers approved by the Engineer. The maximum outward bulge of the face between primary reinforcement layers shall not exceed 3 inches. Kent Regional Trails Connector/Madfai SP - 73 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. DIVISION 4 - BASES r-- L DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. r 4-03 GRAVEL BORROW r- L 4-03.1 Description (Special Provision) New Section This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with r- the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. r (******) L 4-03.2 Materials �-- (Special Provision) New Section L Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: L. Gravel Backfill .......................................... 9-03.12(5) Gravel Borrow.......................................... 9-03.14(1) L. (******} r 4-03.3 Construction Requirements (Special Provision) New Section Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, L width, and cross-sections shown in the plans. Construction methods used shall r meet the appropriate requirements of Section 4-04.3. L {******) r 4-03.4 Measurement L (Special Provision) New Section Gravel borrow will be measured in the same manner prescribed for the L measurement of crushed surfacing materials as set forth in Section 4-04.4. r (******) L 4-03.5 Payment r (Special Provision) New Section L Payment will be made in accordance with Section 1-04.1, for the following bid r items when they are included in the Proposal: L Kent Regional Trails Connector/Madfai SP - 74 February 17. 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L The unit contract price per ton for "Gravel Borrow, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel material as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted. 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 (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 (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 (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. J SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: ** ** �_.1 J Kent Regional Trails Connector/Madfai SP - 75 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 4-04.5 Payment (Special Provision) r "Crushed Surfacing Top Course, 5/8 Inch Minus" L "Crushed Surfacing Base Course, 1 -1/4 Inch Minus" The unit contract price per ton for the above items constitutes complete r- compensation for furnishing all labor, materials, tools, supplies, and equipment !- necessary to haul, place, finish grade, and compact the material as shown on the r plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. L D I V I S I 5 - SURFACE TREATMENTS AND PAVEMENTS r r NOTE: If the contract also includes underground utility construction, permanent L surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. r 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 L appropriate tests specified herein for the type of utility prior to paving. (Special Provision) r° L 5-02 BITUMINOUS SURFACE TREATMENT r SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L (******) r 5-02.5 Payment L (Special Provision) r Anti-stripping additive shall be included in the price of asphalt (grade) per ton. L The quantity of asphalt material shall not be reduced by the quantity of anti- F.. stripping additive. L. 5-04 HOT M I X ASPHALT r SECTION 5-04.3(3)A IS DELETED IN ITS ENTIRETY. L L 5-04.3(3)A Material Transfer Device/Vehicle (Special Provision) L L. SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: Kent Regional Trails Connector/Madfai SP - 76 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L y 5-04.3(7)A Mix Design (Special Provision) The City at its option may approve a current WSDOT approved mix design, Class 1/2" in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti- stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 9-02.4. If the City is not satisfied with the mix -� submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A Acceptance Sampling and Testing (Special Provision) Acceptance Sampling and Testing shall be as follows: 1 . Asphalt Cement and Gradation: Extraction tests shall be taken every 800± tons as determined by the Engineer or each day whichever is less. 2. he Engineer is not precluded from taking more tests above if deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered, Any deviation from the specification will be considered on a case- by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing (Special Provision) Asphalt concrete Class 1/2" shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. The minimum compacted depth of Class 1/2" asphalt concrete shall be 1-1/2 inch. Reference Section 8-20,3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. ..J SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING: J Kent Regional Trails Connector/Madfai SP - 77 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 F' L 5-04.3(10) Compaction r (Special Provision) L; Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. r, SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: (******) L. 5-04.3(10)B Control T (Special Provision) L. For Asphalt Concrete, where paving is in the traffic lanes, including lanes for r-- ramps, truck climbing, weaving, speed changes, and left turn channelization, and L the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be L, determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no greater than a L single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. r L. Cores used to check density will be approved only when designated by the Engineer. r L At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of r the mix design. Compactibility shall be based on the ability of the mix to attain the L specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). L. HMA Class 3/8 inch PG 64-22 preleveling mix shall be compacted to 92 percent of the maximum density. F In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These L additional tests shall not impact the compaction evaluation of the entire control lot. r SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: L r L Kent Regional Trails Connector/Madfai SP - 78 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 A 5-04.3(12) Joints (Special Provision) The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. ry SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement (Special Provision) Temporary pavement including trench patches shall be installed where specified by the Engineer. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment (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: "HMA Class 1/2". PG 64-22" "HMA Class 1/2", PG 70-22 - Pervious Asphalt" The unit contract price per ton for the above items shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for driveways, permanent utility patches, sidewalk ramps, and other areas at the locations shown on the plans, as specified herein and as directed by the Engineer. The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. The unit contract price per ton for "Cold Plant Mix for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of Cold Plant Mix as required to provide temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. Kent Regional Trails Connector/Madfai SP - 79 February 17, 2016 Federal Aid Number: CM-0615(008) Project Number: 13-3006 r- SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR ENTIRETY. r L- 5-04.5(1) Quality Assurance Price Adjustments �. 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction r (Special Provision) DIVISION 6 - STRUCTURES � lr 6-01 GENERAL REQU I REMENTS FOR STRUCTURES L SECTION 6-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: F L. 6-01.2 Foundation Data F (Special Provision) L_ If needed, the Contractor shall construct a suitable dewatering system using a sump, within the areas excavated for the bridge concrete footings. These facilities L are to remove the ground water that may collect within the excavation, during the framing and pouring of the concrete footings. This system shall be operated ,- during the form placement, and at the determination of the Engineer, the curing of the footings. The sump pump used shall have a flow rate that will keep the area dry, and be equipped with a float on/off switch to operate the pump automatically. L. Discharge from the excavated sumps shall be piped along the City owned property east of 72nd Ave. S. and west of the bridge construction where the trail will eventually be constructed. No vegetation shall be removed from this area during L the bridge work, or cleared in anticipation of the trail construction. The dewatering discharge shall be piped to a small diameter perforated pipe a minimum of 150' long to dissipate the flow within the existing vegetation. The setup of this system L can be field designed in order to best utilize the existing physical features of the area. r- No pumping shall be done during concrete placement. Pumping shall be done in a L way that eliminates the chance of concrete being carried away. 6-02 CONCRETE STRUCTURES L. r' SECTION 6-02.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L_ r 6-02.2 Materials L (Special Provision) Bridge footing stemwall & wingwalls 9-01 and L Kent Regional Trails Connector/Madfai SP - 80 February 17, 2016 Federal Aid Number: CM-0615(008) Project Number: 13-3006 L Concrete Class 4000 9-03 All concrete shall have a minimum 4% air entrainment. J Epoxy Coated Steel Reinforcing ASTM A615 Grade 60 9-07 J Steel Inserts ASTM A36 I Weld Material AWS D1.5 J Gravel Backfill for Walls 9-03.12(2) Geotextile for Separation Non-woven 9-33.2(1) The bearing and joint grout shall be a non-shrink, non-corrosive, non-metallic, cement-based grout conforming to ASTM C1107, Type C. Joint grout shall be prepackaged grout, mixed, placed and cured as recommended by the manufacturer. Batch plant grout mixes will not be allowed. The grout shall meet the following requirements: Requirements Test Method Values Min. Compressive Strength: AASHTO T 106 5,000 psi @ 3 days 6-02.3 Construction Requirements SECTION 6-02.3(20) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings (Special Provision) Grout placed at the following locations shall conform to the requirements of this section. Under bridge bearings Shear key between girders SECTION 6-02.3 (28)1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: J 6-02.3(28)1 Erection (Special Provision) Reference section 1-05.14(1) in the Kent Special Provisions for coordination with Puget Sound energy on erection procedures. Kent Regional Trails Connector/Madfai SP - 81 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r SECTION 6-02.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r_ 6-02.4 Measurement (Special Provision) r- L_ *** Superstructure (Pedestrian Bridge) *** contains the following approximate quantities of materials and work: Prestressed Precast 18" Deep Voided Slabs 104 Ft r Elastomeric Bearing Pads 8 Each 1/8" thick Butyl Rubber Sheeting 130 Sf L. The quantities are listed only for the convenience of the Contractor in determining the volume of work involved and are not guaranteed to be accurate. The prospective bidders shall verify these quantities before submitting a bid. No L adjustments other than for approved changes will be made in the lump sum contract price for *** Superstructure (Pedestrian Bridge) *** even though the r actual quantities required may deviate from those listed. SECTION 6-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r- 6-02.5 Payment L (Special Provision) All costs in connection with prestressed voided slabs, including bearing and dowel L connection details, butyl rubber sheeting, girder erection, and welding and grouting shear keys, shall be included in the lump sum contract price for Superstructure (Pedestrian Bridge). L For the purpose of payment, such bridge and structures items as elastomeric r bearing pads, grout, epoxy resin, steel dowel bars, butyl rubber sheeting, sheet L steel, pipe sleeves, welding, bolts for inserts, etc., for which there is no pay item included in the proposal, are considered as bridge and structures minor items. All h costs in connection with furnishing and installing these bridge and structures minor L items as shown and noted in the Plans and as outlined in these specifications and in the Standard Specifications shall be included in the pay items Superstructure f (Pedestrian Bridge), Concrete Class 4000, Bridge Railing Type Pedestrian, or the L adjacent work requiring the minor item for which there is a pay item. r.. L r- L Kent Regional Trails Connector/Madfai SP - 82 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L -� 6-06 BR I DGE RA I L I NGS SECTION 6-06.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: J 6-06.2 Materials (Special Provision) `-' Concrete Class 4000...................................... 9-01 and 9-03 Epoxy Coated Steel Reinforcing ..................... ASTM A615 Grade 60. 9-07 J 6-13 STRUCTURAL EARTH WALLS -J Materials Section 6-13.2 is supplemented with the following: (April 1, 2013) Welded Wire Faced Structural Earth Wall Materials L I Welded Wire Mats and Backing Mats Welded wire fabric for welded wire mats, welded wire form facing units, and backing mats shall conform to AASHTO M 32, and shall be fabricated from A smooth wire fabric conforming to AASHTO M 55. The minimum clear opening dimension of the backing mat, or the -� combination of welded wire form facing unit with geosynthetic wall facing wrap, shall not exceed the minimum particle size of the wall facing backfill as specified below. Welded wire fabric for welded wire mats, welded wire form facing units, and backing mats shall be galvanized after fabrication in accordance with either J ASTM A 641 (two ounces minimum per square foot) or AASHTO M 111 . All damage to the galvanizing shall be repaired with one coat of paint conforming to Section 9-08.1 (2)B. J Backfill for Welded Wire Faced Structural Earth Wall The coarse, granular material used for the wall facing backfill placed J immediately behind the wall face, as shown in the Plans, shall conform to the following gradation requirements: 1 . The minimum particle size shall be no less than the width of the minimum opening dimension in the backing mat or the geosynthetic wall facing wrap. 2. The maximum particle size shall be no greater than six inches for welded wire reinforced walls, and no greater than four inches for J geosynthetic reinforced walls. Proprietary Materials Hilfiker Welded Wire Retaining Wall (WWW) System Kent Regional Trails Connector/Madfai SP - 83 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r Welded wire fabric wire size for backing mats shall be W2.1 minimum for L wall face backing layers of 1'-6" maximum thickness, and shall be W2.9 r, minimum for wall face backing layers between 1'-6" and 2'-0". Construction geotextile for wall facing shall conform to the requirements r in Section 9-33.1 for Construction Geotextile for Underground Drainage, Moderate Survivability, Class A. Tensar Wire Form Retaining Wall System Wire support struts shall conform to AASHTO M 32, and shall be galvanized after fabrication in accordance with either ASTM A 641 (two ounces minimum per square foot) or AASHTO M 111 . All damage to the galvanizing shall be repaired with one coat of paint conforming to Section 9-08.1 (2)B. r• Geosynthetic connection rods shall be manufactured from high-density polyethylene with either fiberglass inclusions or oriented polypropylene, as recommended by Tensar Earth Technologies, Inc. r— Geosynthetic separating the wall facing backfill from the welded wire faced structural earth wall backfill shall conform to the requirements in Section 9-33.1 for Construction Geotextile for Underground Drainage, L Moderate Survivability, Class A. r-- Tensar Geogrid Materials - Geogrid reinforcement and geosynthetic wall facing wrap shall conform to Section 9-33.1, and shall be a product listed in Appendix D of the current WSDOT Qualified Products List (QPL). The values of Tal and Tult as listed in the QPL for the products used shall meet or exceed the values required for the wall manufacturer's reinforcement design as specified in the structural earth wall design calculation and working drawing submittal. r The minimum ultimate tensile strength of the geogrid shall be a minimum average roll value (the average test results for any sampled roll in a lot shall meet or exceed the values shown in Appendix D of the current WSDOT QPL). The strength shall be determined in accordance with ASTM D 6637 for multi-rib specimens. For geogrid reinforcement and geosynthetic wall facing wrap, the L ultraviolet (UV) radiation stability, in accordance with ASTM D 4355, shall be a minimum of 70 percent strength retained after 500 hours in the weatherometer. L The longitudinal (i.e., in the direction of loading) and transverse (i.e., r- parallel to the wall or slope face) ribs that make up the geogrid shall L be perpendicular to one another. The Engineer will take random samples of the geogrid materials at the job site. Approval of the geogrid materials will be based on testing of samples from each lot. A "lot" shall be defined as all geogrid rolls sent r- to the project site produced by the same manufacturer during a Kent Regional Trails Connector/Madfai SP - 84 February 17, 2016 t- Federal Aid Number: CM-0615 (008) Project Number: 13-3006 continuous period of production at the same manufacturing plant having the same product name. The Contracting Agency will require 14 calendar days maximum for testing the samples after their arrival at the WSDOT Materials Laboratory in Tumwater, WA. The geogrid samples will be tested for conformance to the specified material properties. If the test results indicate that the geogrid lot does not meet the specified properties, the roll or rolls which were samples will be rejected. Two additional rolls for each roll tested which failed from the lot previously tested will then be selected at random by the Engineer for sampling and retesting. If the retesting shows that any of the additional rolls tested do not meet the specified -j properties, the entire lot will be rejected. If the test results from all the rolls retested meet the specified properties, the entire lot minus the roll(s) which failed will be accepted. All geogrid materials which have defects, deterioration, or damage, as determined by the Engineer, will be rejected. All rejected geogrid J materials shall be replaced at no expense to the Contracting Agency. Except as otherwise noted, geogrid identification, storage and handling shall conform to the requirements specified in Section 2- 12.2. The geogrid materials shall not be exposed to temperatures less than —20F and greater than 122F. a Construction Requirements Section 6-13.3 is supplemented with the following: (April 4, 2011) Welded Wire Faced Structural Earth Wall Welded wire faced structural earth walls shall be constructed of only one of the following wall systems. The Contractor shall make arrangements to purchase the welded wire mats, welded wire form facing units, geogrid reinforcement, backing mats, facing elements, fasteners, geosynthetic connection rods, construction geotextile for wall facing, and all necessary incidentals from the source identified for each wall system: _J Hilfiker Welded Wire Retaining Wall (WWW) System Hilfiker is a registered trademark of Hilfiker Retaining Walls. J Hilfiker Retaining Walls 1902 Hilfiker Lane Eureka, CA 95503-5711 (707) 443-5093 FAX (707) 443-2891 www.hilfiker.com Tensar Wire Form Retaining Wall System Tensar is a registered trademark of Tensar Corporation Kent Regional Trails Connector/Madfai SP - 85 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r` L. Tensar Corporation r 2500 Northwinds Parkway Suite 500 Atlanta, GA 30009 ' (770) 344-2090 FAX (678) 281-8546 r www.tensarcorp.com L SECTION 6-13 IS DELETED AND REPLACED WITH THE FOLLOWING: 6-13 WELDED WIRE FACED STRUCTURAL EARTH WALLS 6-13.5 Payment r (Special Provision) The unit contract price per square foot of wall face for "Welded Wire Faced Structural Earth Wall" shall be full payment for all costs to perform the work in L.. connection with construction of structural earth walls, including leveling pads and copings when specified. Also included will be the necessary excavation, geosynthetic fabric, welded wire forms and supports, compaction and seeding of wall face. r. DIVISION 7 - DRAINAGE STRUCTURES. STORM SEWERS. SANITARY SEWERS, WATER MAI NS AND CONDUITS L_. 7-15 SERVICE CONNECTIONS r SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: L (**** *) r 7-15.5 Payment L (Special Provision) r The unit contract price per each for "Adjust Existing Air Vacuum Vault to Finished Grade" constitutes complete compensation for all labor, materials, tools, supplies r and equipment necessary to adjust the unit to final grade at the location shown on L the plans and described in the specifications. Included in the price will be the replacement of the existing lid with a treated non-slip one, meeting WSDOT r requirements per Section 9-29.2(1)A. DIVISION 8 - MISCELLANEOUS CONSTRUCTION L. 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: F L. L_ Kent Regional Trails Connector/Madfai SP - 86 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 8-01.1 Description (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. Within the City, wetlands are identified by using the Corps of Engineers Wetland Delineation Manual dated January 1987. SECTION 8-09.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials (Special Provision) Materials shall meet the requirements of the following sections of the Kent Special J Provisions and the WSDOT Standard Specifications: Seed 8-01.3(2)B and 9-14.2 Fertilizer 8-01 .3(2)B and 9-14.3 Mulch and Amendments 8-01 .3(2)D and 9-14.4 Tackifier 8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General (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 a 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. Kent Regional Trails Connector/Madfai SP - 87 February 17, 2016 Federal Aid Number: CM-0615(006) Project Number: 13-3006 r The Contractor shall provide the Engineer a minimum of two working days notice L prior to clearing adjacent to any wetland, creek or other sensitive area. During the r construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of L construction. r The TESC facilities shall be in accordance with and conform to the Kent Surface L Water Design Manual, the WSDOT Standards Specifications, and the Ecology r` 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 r 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 r the work. Nothing in this section shall relieve the Contractor from complying with L other contract requirements. SECTION B-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: L L 8-01.3(1)A Submittals (Special Provision) L 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: L 1 . Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work L 4. Name and contact info for Contractor's CESCL r Erosion and Sediment Control (ESC) Lead L The second and third paragraphs in Section 8-01 .3(1)B are revised to read: F L (January 5, 2015) The ESC Lead shall implement the TESC Plan. Implementation shall include, but is not limited to: L 1 . Installing and maintaining all temporary erosion and sediment control Best Management Practices (BMPs) included in the TESC Plan to assure L continued performance of their intended function. Damaged or inadequate TESC BMP's shall be corrected immediately, L Kent Regional Trails Connector/Madfai SP - 88 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 2. Updating the TESC Plan to reflect current field conditions. 3. Discharge sampling and submitting Discharge Monitoring Reports (DMRs) J to Ecology in accordance with the CSWGP. 4. Develop and maintain the Site Log Book as defined in the CSWGP. As a part of the Site Log Book, the Contractor shall develop and maintain a BMP tracking table to show that identified TESC compliance issues are fully resolved within 10 calendar days. The table shall include the date an issue was identified, a description of how it was resolved, and the date the issue was fully resolved. The ESC Lead shall also inspect all areas disturbed by construction activities, all on-site erosion and sediment control BMP's, and all stormwater discharge points at least once every calendar week and within 24-hours of runoff events in which stormwater discharges from the site. Inspections of temporarily stabilized, inactive sites may be reduced to once every calendar month. The Erosion and Sediment Control Inspection Form (WSDOT Form 220-030) shall be completed for each inspection and a copy shall be submitted to the Engineer no later than the end of the next working day following the inspection. SECTION 5-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria (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 prohibited 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology y 8-01.3(1)G Water Quality Monitoring (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. Kent Regional Trails Connector/Madfai SP - 89 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r Any results that are outside the appropriate range of compliance will require L' immediate implementation of adaptive management as outlined in applicable r permits, stormwater pollution prevention plan, and as directed by the Engineer. L 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. I— 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 8-09.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: L 8-01.3(2)B Seeding and Fertilizing r (Special Provision) L. 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 where applicable. Hydroseed shall consist of a slurry L 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 r 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 r— hydroseeding operation and shall not begin the work until areas prepared or L designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. L. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. F L Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. F 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. r The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to L 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 L per acre. r Areas where hydroseeding is not practical must be seeded by approved hand L methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil with appropriate tools or equipment. r L Kent Regional Trails Connector/Madfai SP - 90 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' 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 Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. l 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. 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01 .3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. a Kent Regional Trails Connector/Madfai SP - 91 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r^ 6. If the slurry is used for temporary erosion control it shall be applied at the L' following rates: r- EROSION CONTROL: L. Seed 170 Ibs/acre of "Mix A" unless otherwise directed r by Engineer. Fertilizer 400 Ibs/acre L. Wood Fiber 2,000 Ibs/ acre r Tackifier 80lbs/acre SECTION 8-01.3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: r 8-01.3(2)D Mulching r (Special Provision) L- Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry r- of seed and fertilizer. L- Mulch of the type specified in Section 9-14.4(2) shall be included in the r hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01 .3(2)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch L materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise F specified. L. Distribution of straw mulch material shall be by means of an approved type mulch F spreader, which utilizes forced air to blow mulch material on seeded areas. In L 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. L 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. L SECTION 8-01.3(2)E IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents L. Unless specified otherwise, wood cellulose fiber mulch per Section 9-14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be L Kent Regional Trails Connector/Madfai SP - 92 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L n J Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: a 5-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch (Special Provision) a Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: a West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1 . Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas (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 six (6) square inches. A minimum of three mowings are required during the establishment period. SECTION 8-01.3(2)H IS SUPPLEMENTED BYADDING THE FOLLOWING: -J 8-01.3(2)H Inspection (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 six (6) inches occurring every twenty (20) feet. Mowing shall be done if the grass gets higher than 5" during the establishment period. The Contractor shall include two additional mowings a ~ minimum of one week apart at no additional cost to the owner, before the establishment period may be considered complete. Kent Regional Trails Connector/Madfai SP - 93 February 17, 2016 Federal Aid Number: CM-0615(008) Project Number: 13-3006 a` L. 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 L Contractor's expense. Reseeded areas will be subject to inspection for acceptance. L' 8-01.3(9) Sediment Control Barriers F L SECTION 8-01.3(9)D IS SUPPLEMENTED BYADDING THE FOLLOWING: r� 8-01.3(9)D Inlet Protection (Special Provision) L Cleaning and maintenance of inlet protection shall not flush sediment, or sediment- r laden water into the downstream system. L- SECTION 8-01.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: L, L- 8-01.3(17) Vehicle Maintenance and Storage (Special Provision) r L_ 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 r 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, L oil, and chemical spills shall be disposed of as directed by the engineer. r Water used for washing vehicles and equipment shall not be allowed to enter storm L 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 r- systems. L SECTION 8-01.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: r~ L r 8-01.5 Payment (Special Provision) The unit contract price per acre for "Seeding, Fertilizing. and Mulching" shall be full L pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the F plans, including the following areas: L 1 . All planter areas or areas disturbed by the Contractor's operations behind the r sidewalk, even where it is only a narrow strip. L Kent Regional Trails Connector/Madfai SP — 94 February 17, 2016 F Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 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 bid price per lineal foot for "Filter Fabric Fence" constitutes complete .I compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the fence as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the fence and accumulated sediment as directed by the Engineer. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit bid price per square yard for "Straw Mulch" constitutes complete -� compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air-dried condition, and free of noxious weeds and other A materials detrimental to plant life. The unit price per square yard for "Clear Plastic Covering" (6 mil polyethylene J sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed soils per the WSDOT Standard Specification and as directed by the Engineer. The unit contract price per day for "ESC Lead" shall be full pay for all duties J outlined in Section 8-01 .3(1)B (Erosion and Sediment Control (ESC) Lead). 8-02 ROADSIDE RESTORATION J SECTION 8-02.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-02.1 Description J (Special Provision) Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Kent Regional Trails Connector/Madfai SP - 95 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r 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 r to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW r" SECTION: 8-02.1(1) Submittals (Special Provision) r- L 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: r- (* *** ) 8-02.2 Materials r- (Special Provision) Materials shall meet the requirements of the following sections: r Topsoil Type A.............................................................. 9-14.1 (1) Seed 9-14.2 Fertilizer...................................................................... 9-14.3 �.. Mulch and Amendments................................................. 9-14.4 Compost...................................................................... 9-14.4(8) r- Special Planting Mixture................................................. 9-14.4(9) L Erosion Control Devices ................................................. 9-14.5 Plant Materials.............................................................. 9-14.6 r Street Trees................................................................. 9-14.6(1)A Stakes, Guys and Wrapping............................................ 9-14.7 Tree Ties ..................................................................... 9-1 4.7(1) r 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. Kent Regional Trails Connector/Madfai SP - 96 February 17, 2016 i— Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction (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. J SECTION B-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control a (Special Provision) During the maintenance period, all weeds are to be removed by hand. Planting Area Preparation Section 8-02.3(5) is supplemented with the following: (August 5, 2013) After the initial planting area weed control, soil placement, and grading are completed, and prior to the installation of irrigation lines and planting, all designated planting areas shall be covered with compost. Prior to placement and incorporation of compost, the application and incorporation methods shall be approved by the Engineer. Compost shall not be placed when a condition exists, such as frozen soil or water saturated soil that may be detrimental to successful application, incorporation, or soil structure. The Contractor shall notify the Engineer a minimum of five working days prior to the start of compost work. Compost shall be uniformly and evenly placed in all designated areas at a depth of four (4) inches. After placement of the compost, the Contractor shall incorporate the layer uniformly into the existing soil to a depth of twelve (12) inches. J Kent Regional Trails Connector/Madfai SP - 97 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 SECTION 8-02.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: ' 8-02.3(5) Planting Area Preparation (Special Provision) r L_. Soil Preparation and Planting Notes r 1. Spread 3" of 100% medium compost uniformly over entire area; `- 2. Mix (rip) compost into native soil to a depth of 8" at least twice in perpendicular directions, so that compost is well incorporated; 3. Rototill compost/native soil mixture until a uniform grain size and soil texture is achieved; 4. Water or roll to compact to 85% maximum compaction; r 5. Install plant material as noted and shown on planting plans. L Refer to Section 8-02.3(4) of the WSDOT Standard Specifications. F- L SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: - 8-02.5 Payment (Special Provision) L 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. L_ 8-04 CURBS, GUTTERS, AND SP I LLWAYS r' i_ SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: r (******) 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways r (Special Provision) r_ The City will provide control staking in accordance with Section 1-05.5(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the r- plans by more than 0.03 foot, the Contractor shall remove the faulty section of L. curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. L SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: Kent Regional Trails Connector/Madfai SP - 98 February 17, 2016 r Federal Aid Number: cM-061 s (om Project Number: 13-3006 L -J 8-04.5 Payment (Special Provision) Add the following to Section 8-04.5 of the WSDOT Standard Specifications: "Concrete Sloped Mountable Curb" "Cement Concrete Curb and Gutter" The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. J 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description (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 6-73 and/or 6-74. SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting (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 6-73, RPM Substitution Patterns. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: .J Kent Regional Trails Connector/Madfai SP - 99 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 8-09.3(2) Surface Preparation (Special Provision) In removing raised pavement markers and plastic traffic buttons, the Contractor L shall: r 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. r 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 L 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 L 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. L SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r L. F 8-09.4 Measurement L (Special Provision) r- When shown as lump sum in the plans or in the Proposal as removal of raised L 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 r removal of the subject items. L. SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r L r 8-09.5 Payment (Special Provision) r^ The lump sum contract price for "Removal of Raised Pavement Markers and L Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and F' dispose of the raised pavement markers and painted and/or thermoplastic traffic L markings as described in the specifications or as directed by the Engineer. F 8-12 CHAIN LINK FENCE AND WIRE FENCE L SECTION 8-12. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: F1 L F_ 8-12.1 Description L Kent Regional Trails Connector/Madfai SP - 100 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' (Special Provision) This work shall consist of installing, adjusting, removing, relocating, replacing or -' restoring existing property fences of all types specified in accordance with the plans, these specifications, and in reasonably close conformity with the line staked by the Engineer. _a SECTION 8-12.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-12.3(1) Chain Link Fence and Gates -J (Special Provision) Existing fences and gates shall be restored to their former condition or to that condition acceptable to the Engineer. New materials shall meet the requirements shown in the plans or as directed by the Engineer. Fence shall meet WSDOT Standard Plan L-20.10-02; Type 4 (black, vinyl coated chain link). J SECTION 8-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: J 8-12.4 Measurement (Special Provision) New fence shall be measured by the linear foot of new fence installed along the ground line, exclusive of openings. J Temporary fencing shall be measured by the linear foot of temporary fence, along the ground line exclusive of openings. Gates shall be included in the fence measurement. SECTION 8-12.5 1S SUPPLEMENTED BY ADDING THE FOLLOWING: J 8-12.5 Payment (Special Provision) "Install New 4' High, Vinyl Coated, Chain Link Fence," per linear foot. 5-14 CEMENT CONCRETE SIDEWALKS J SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description (Special Provision) Kent Regional Trails Connector/Madfai 5P - 101 February 17, 2016 Federal Aid Number: CM-0615 (008) J Project Number: 13-3006 F7 L This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross- L' sections shown in the plans and to the lines and grades as staked by the Engineer. r SECTION 8-714.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: �. 8-14.3(3) Placing and Finishing Concrete (Special Provision) r L 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 r with a steel trowel. After trowling and before installing the contraction joints or perimeter edging, the r walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction L 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 r 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 r^ 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 r 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 L. practices. The two-foot wide detectable warning pattern area on the ramp shall be yellow and shall match the color of "Standard Interstate Yellow" paint as specified r in Formula K-2-83. Yellow masonry paint for precast curbs, Formula H-3-83, may L be used for truncated dome patterns embossed into the concrete surface. r SECTION 8-14.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: L * *** ) r L. 8-14.5 Payment (Special Provision) L Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: L. Kent Regional Trails Connector/Madfai 5P - 102 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L The unit bid per square yard for "Industrial Cement Concrete Driveway Approach" constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete driveways as shown on the Kent Standard J Plan drawing 6-44 and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. 8-15 RIPRAP SECTION 8-15.1 IS SUPPLEMENTED WITH THE FOLLOWING: 8-15.1 Description (Special Provision) This work also consists of pushing or tamping quarry spalls into native foundation material at bridge abutments, and any excavation and leveling of quarry spalls and native material needed to maintain bottom of footing elevations as shown in the Plans. SECTION 8-15.3(6) IS SUPPLEMENTED WITH THE FOLLOWING: 8-15.3(6) Quarry Spalls (Special Provision) Quarry spalls shall be placed beneath bridge abutment footings as shown in the Plans and compacted to be uniformly dense and unyielding. The contractor shall obtain approval from the Engineer prior to placing materials above the quarry spalls. THE FOURTH BID ITEM UNDER SECTION 8-15.5 IS REPLACED WITH THE FOLLOWING: J 8-15.5 Payment (Special Provision) The unit contract price per cubic yard for "Quarry Spalls shall be full pay for all costs in furnishing, placing, and compacting spalls, including pushing or tamping spalls into native material and excavation and leveling of quarry spalls and native material needed to maintain footing elevations. 8-18 MAILBOX SUPPORT SECTION 8-18.3 IS REVISED AS FOLLOWS: Kent Regional Trails Connector/Madfai SP - 103 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- L 1r 8-18.3 Construction Requirements (Special Provision) r THE SECOND PARAGRAPH 1S REPLACED WITH THE FOLLOWING: L The existing mailboxes are to be relocated to accommodate the new construction. r Within 24 hours of being removed, existing mailboxes shall be reset at a temporary or permanent location. See Kent Standard Plan 6-70. r- THE THIRD PARAGRAPH IS REPLACED WITH THE FOLLOWING: New mailbox supports which are not to be installed within sidewalks or walkways, F shall be backfilled with adjacent native material and compacted to the satisfaction L of the Engineer. Mailbox supports which are to be installed within sidewalks or walkways shall be enclosed within 8 inch diameter PVC sleeves and then backfilled r with adjacent native material and compacted to the satisfaction of the engineer. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL SECTION 8-20.1 IS REVISED AS FOLLOWS: r 8-20.1 Description r (Special Provision) THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: L Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the �. proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. L_ SECTION 8-20 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: F 8-20.1 (3) Rectangular Rapid Flashing Beacons i_ (Special Provision) This specification is for the Solar Rectangular Rapid Flashing Beacon (RRFB). Each L unit shall consist of a solar panel with mount, controller enclosure that houses the energy management system, on-board user interface, wireless communications, F and optional push button with voice message controller. Each unit shall include up L to four RRFB lightbars with optional side emitting pedestrian confirmation light(s). The system shall conform to provisions on the MUTCD, Interim Approval IA-11 . F L Kent Regional Trails Connector/Madfai 5P - 104 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' Mechanical Specifications The controller enclosure shall be constructed from aluminum with a lockable or tamper-proof hinged door. All electronics shall be mounted in the controller enclosure. A separate cabinet to the house the controller for the optional push button with voice message shall not be required. The overall weight of the controller enclosure shall not exceed 42 Ibs (19kg) and shall not exceed the approximate dimensions: 19.75" H x 11 .1 " W x 6" D (50.2 cm H x 28.2cm W x 15.3cm D). The lightbar housing shall be constructed from aluminum and shall have the approximate dimensions: 24" L x 1 .5" D x 4.5" H (61 .0 cm L x 3.8 cm D x 11 .4 cm H). The lightbar shall be mounted to the pole using a separate bracket assembly to facilitate mounting two lightbars back to back (bi-directional) but still allow the lightbars to be pivoted independently of each other. The lightbar shall be able to pivot by approximately 40 degrees in order to aim the lightbar independent of the wire hole location on the pole. The lightbar bracket shall be constructed from 3/16" galvanized steel and shall have both banding and bolting mounting options abd shall be able to be mounted to all specified pole types. The lightbar assembly shall open access to the wiring connections for the LED indicators. LED indicators shall be rated to MIL-STD-810F, Method 506.4 for ingress protection. Mounting The controller enclosure shall be furnished with two (2) mounting brackets for banding to 4"diameter or larger round poles. Configuration _I The controller enclosure shall house an on-board used interface that provides on- site configuration adjustment, system status and fault notification, and system activation information. The flash duration shall be adjustable in-the-field to one second increments. The system shall provide configurable night time intensity settings and shall be able to enable and disable low ambient light dimming. -, Flash duration and other in-the-field adjustable settings shall be automatically broadcast to all units in the system, except channel selection which shall be configured on each unit. A Solar/Battery System The system shall include one 45-watt solar panel supplied with mounting hardware. The controller enclosure shall house one 35 Ah sealed valve regulated lead acid battery. Batteries shall be readily available from multiple suppliers and non-proprietary. Solar panel and battery system shall be 12 volt DC (nominal). Kent Regional Trails Connector/Madfai SP - 105 February 17, 2016 Federal Aid Number: CM-0615 (ow Project Number: 13-3006 r Operational Specifications The intensity of the yellow indications directly perpendicular to the lens shall be a minimum of 1,800 Candela at full sun daylight conditions. The intensity shall be able to adjust to ambient light conditions, however during daylight operation the L intensity shall meet the minimum specifications of the Society of Automotive Engineers (SAE) standard J595 Class I dated January 2005. r The color yellow indications shall meet the specifications of SAE standard J578 (Color Specification) dated December 2006. i_ The system, including the optional push button with voice message, shall have the capacity to operate 300x20 second activations per day year round with a minimum solar insolation of .94 sun hours per day combined with a shaded location receiving only 30% of the available sun. The system, including the optional push button with voice message, shall have the �- capacity to operate 1,100x20 second activations per day during summer conditions with a minimum solar insolation of 5.8 sun hours per day combined with a shaded r location receiving only 30% of the available sun. L The system, including the optional push button with voice message, shall have r- autonomy to operate 300x20 second activations per day for a minimum of 26 days L without any charging. r The controller enclosure shall have the capability to activate other solar engines by wireless communications within 500 feet (152m). The solar engine shall have unique channels that can be configured on-site to avoid activation of nearby systems. The system shall be dimmable during low ambient light conditions using a light sensor. L The push buttons shall have an LED indicator with audible tone with Piezo control r. and shall be ADA compliant and MUTCD-2009 4E compliant for momentary �- operation. r Actuation Push Button with LED indicator and audible tone: The system shall be actuated by pedestrian push buttons that shall have an LED r indicator with audible tone with Piezo control and shall be ADA compliant and MUTCD-2009 4E compliant for momentary operation. rr Push Button with voice message: The system shall be actuated by pedestrian push buttons that shall have an LED indicator with voice message with Piezo control and shall have an ADA compliant and MUTCD-2009 4E compliant for momentary operation. All RRFB's in the system shall initiate activation simultaneously within 150mS of actuation. If an additional actuation occurs while the system is activated, the flash duration shall reset. For example, with the flash duration set to 20 seconds, if an additional Kent Regional Trails Connector/Madfai SP - 106 February 17, 2016 Federal Aid Number: CM-0615 (006) Project Number: 13-3006 I actuation occurs after the RRFB has been activated for 15 seconds the RRFB shall continue for an additional 20 seconds, or 35 seconds in total. _J If the RRFB has ceased operation, any subsequent actuation shall activate the RRFB without delay regardless of how recently the RRFB ceased operation. Energy Balance and Autonomy Calculations y The manufacturer shall provide an energy balance worksheet consisting of (Energy I n)(Energy Out) and System Autonomy. Energy-In is based on Electric charge, in Ah, entering the battery from the charger, accounting for: The electric charge from the solar panel based on a minimum of .94* sun-hours for a south-facing panel tilted 45". • Efficiency losses from the charger, including conversion efficiency of a Maximum Power Point Tracking (MPPT) Charger, where applicable. • Battery coulombic efficiency losses Energy-Out is based on the sum of quiescent and operating load in all circuitry over 24 hours with an operating capacity of 1 ,200, 20 second activations, including; • Baseline wireless over 24 hours • Operating load of push button with voice message at rated operating capacity per activation .A • Additional operating load of the wireless system per activation • Operating load of lightbars including pedestrian indicators at rated intensity per -� activation a System Autonomy shall be a minimum of 15 days, based on Battery Capacity divided by Energy-Out per day (as calculated above). *.94 sun-hours is the minimum monthly average insolation for Seattle, WA with the panel tilt of 45°. Qualifications The product shall be FCC certified to comly with all 47 CFR FCC Part 15 Subpart B Emission requirements. The product shall be Buy American compliant. _A Manufacturer shall provide a 3 year Limited Warranty. Manufacturer must be ISO 9001 certified. Illumination, Traffic Signal Systems, and Electrical Materials Section 8-20.2 is supplemented with the following: Standard Duty Cable Vaults and Pull Boxes) Section 9-29.2(2)A is supplemented with the following: Kent Regional Trails Connector/Madfai SP - 107 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r, (January 7, 2013) Both the slip-resistant lid and slip-resistant frame shall be treated with Mebac#1 as manufactured by I KG industries, or SlipNOT Grade 3-coarse ' as manufactured by W.S. Molnar Co. Where the exposed portion of the frame is 1/2 inch wide or less the slip-resistant treatment may be omitted on that portion of the frame. The slip-resistant lid shall be identified with L' permanent marking on the underside indicating the type of surface treatment ("M1" for Mebac#1 ; or "S3" for SlipNOT Grade 3-coarse) and the year manufactured. The permanent marking shall be 1/8 inch line `~ thickness formed with a stainless steel weld bead. r 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: r 8-20.3(5) Conduit (Special Provision) r THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE L FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller L. 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. L THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: r The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A �. tracer wire terminating within junction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded Copper. L. THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING ' THE WORDS"Galvanized steel conduit shall be installed at the following L locations:" Item 1. Change to read "All State highway roadbed crossings" L Item 3. Contents are deleted, leaving it BLANK THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED L WITH THE FOLLOWING: F 8-20.3(8) Wiring F (Special Provision) L All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits L Kent Regional Trails Connector/Madfai 5P - 108 February 17, 2016 f` Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L _J 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(1O) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets (Special Provision) THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(94)C IS REVISED AS FOLLOWS: J 8-20.3(14)C Induction Loop Vehicle Detectors (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. ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 70 CONTENTS ARE DELETED, LEAVING THEM BLANK SECTION 8-20.3(94)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(94)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable (Special Provision) - SPECIFIED TESTS ARE REVISED AS FOLLOWS: Kent Regional Trails Connector/Madfai SP - 109 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r" Test B — A megger test at 500 volts DC shall be made between the cable shield and L-1 grounding, prior to connection to grounding. The resistance shall equal or exceed F_ 200 megohms. L: Test C — A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. r L: SECTION 8-20.3(14)E IS REVISED AS FOLLOWS: r 8-20.3(14)E Signal Standards ITEM 8 IS REVISED AS FOLLOWS: L.. 8. All tenons shall be field installed using Astro-BracTM AB-3008 Clamp Kits, or pre-approved equal. L SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment ' (Special Provision) The unit contract price per each for "Relocate Existing Junction Box and Adjust to r Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the r specifications. This work includes but shall not be limited to: the use of WSDOT t_ approved non-slip lid and frame, excavating, conduit, wire splicing and associated electrical work, 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. "Roadside Rectangular Rapid Flashing Beacon (72nd Ave. " "Roadside Rectangular Rapid Flashing Beacon (641h Ave.)" ' "Pedestrian Traffic Signal at 68th Ave. S. (HAWK)" L The lump sum contract price for the above items shall be full pay for the construction of the complete signal system, as shown in the Plans, as described in Specifications and as herein specified including but not limited to: excavation, L backfilling, concrete foundations, conduit installation, controller, controller cabinet, service cabinet, traffic management camera, battery back up unit and cabinet, signal interconnect, wiring, detection loops,junction boxes, signs, restoring L_ facilities or areas destroyed or damaged during construction, making all required tests, and Labor and Industries electrical inspection. All additional materials and r' labor, not shown in the plans or called for herein and which are required to provide L complete operational signal systems, shall be included in the lump sum contract price. F Payment under this item shall include compensation for testing and miscellaneous items necessary to provide a complete and fully operational lighting system. r L Kent Regional Trails Connector/Madfai SP - 110 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 8-21 PERMANENT SIGNING SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: ._J 8-21.3(4) Sign Removal (Special Provision) Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and J shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240t" Street A (a.k.a. West James Street.) All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation (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 (Special Provision) The unit contract price per lump sum for "Removal and Reinstallation of Traffic and Informational Signs" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, dispose, relocate, reinstallation, salvage, or deliver the traffic signs shown on the plans, described in the specifications or directed by the Engineer. J 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description (Special Provision) Kent Regional Trails Connector/Madfai SP - 111 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 F_ THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: Li A series of pairs of parallel SOLID WHITE lines, 8-feet long, 8 inches wide, aligned f parallel with the direction of traffic, with an 8 inch space between the lines. Pairs L are located as shown in Kent Standard Plan 6-75. THE TEXT UNDER TWO WAY LEFT TURN STRIPE 1S 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 r, City's 12-foot line and a 30-foot space, except where the existing paint markings use a different pattern in which case the existing pattern will be used. The solid L line shall be installed to the right of the broken line in the direction of travel. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: L Yellow Painted Curb r A SOLID YELLOW stripe,just wide enough to completely cover the concrete ' curbing. r—• SECTION 8.22.2 1S DELETED AND REPLACED WITH THE FOLLOWING: L_ 8-22.2 Materials (Special Provision) F- L Material for pavement and curb markings shall be white or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint, including the paint for the concrete curbs, shall be described in the Qualified Products List as "Temporary L.. Pavement Marking Paint - Low VOC Solvent Based." Paint and sprayed material shall be applied with a top dressing of glass beads. F L All Paint shall comply with the specifications for no heat, instant dry pavement markings. F L Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal. r Material for pavement markings shall be paint, plastic or Raised Pavement L Markings (RPMs) as noted in the bid item. Paint and plastic shall be selected from materials listed in the Qualified Products list (QPL). Material for RPMs shall meet the requirements for Section 8-09.2. i SECTION 8-22.3(2) 1S SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: �. L 8-22.3(2) Preparation of Roadway Surfaces (Special Provision) r L Kent Regional Trails Connector/Madfai SP - 112 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L .J 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 (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 J 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(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions (Special Provision) J 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 (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. 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 Kent Regional Trails Connector/Madfai SP - 113 February 17, 2016 Federal Aid Number: CM-0615 (o08) Project Number: 13-3006 where the roadway is being rechannelized or where specified on the Plans. Also see Section r 8-09.3(1) of the Kent Special Provisions. L The City has not shown the existing pavement markings on the plans. The bidder , shall visit the site to determine the extent, location and type of items to be removed. r SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment (Special Provision) r The unit contract price per lump sum for "Permanent Channelization" constitutes L' complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install permanent channelization at the locations shown r- on the plans and described in the specifications. L. 8-23 TEMPORARY PAVEMENT MARKINGS L. THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description L (Special Provision) r 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 L are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent F markings are installed. Temporary pavement markings that are damaged shall be L repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. F L SECTION 8-24 IS DELETED AND REPLACED WITH THE FOLLOWING: r- 8-24 GRAVITY BLOCK WALL L L 8-24.1 Description (Special Provision) L Where shown on the plans or where directed by the Engineer, the Contractor shall construct the gravity block wall in accordance with the plans and specifications. r Kent Regional Trails Connector/Madfai SP - 114 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L Additional instructions and soils information is included in the Geotechnical report included in the Appendix of these specifications. -� Rock and Gravity Block Wall, and Gabion Cribbing Materials Section 8-24.2 is supplemented with the following: ' (January 7, 2002) Gravity Block Wall Gravity block wall blocks shall be rectangular prisms with dimensions 2'-5 -� 1/2" by 2'-5 1/2" by 4'-11", except for special blocks which shall be as dimensioned in the Plans. All dimensions shall be ± 1/2". a Except as otherwise specified, gravity block wall blocks will be accepted by the Engineer based on visual inspection only, with no minimum compressive strength and no air content requirements for the concrete used in the block. Gravity block wall blocks for permanent walls of heights greater than six feet and less than 15 feet shall be cast with Class 3000 concrete, conforming to -� the air content requirements of Section 6-02.3(2)A. Commercial concrete shall not be used. Gravity block wall blocks for permanent walls of these heights will be accepted based on visual inspection, and conformance to -a Section 6-02.3(27) and the specified concrete strength and air content requirements. SECTION 8-24.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: -..J 8-24.3 Construction Requirements (Special Provision) Block walls shall be started by excavating the existing ground as staked by the Engineer and providing a bury depth for the bottom block not less than one inch, for each block row, below the subgrade. All excavation for the block wall shall be completed before beginning placement of sections. Initial block placement shall be such that each unit is level side to side and back to front. A six-inch tolerance will be permitted for the exterior slope plane and grade in the finished surface of the structure. Before beginning any excavation for the wall, the slopes of the adjacent embankments shall be dressed true to the lines and grade required by the plans. Each horizontal row of blocks shall be seated and bedded by tamping and compacting the backfill material behind the row to provide a stable condition for the entire wall. Each block shall rest firmly on previously placed courses and shall be keyed into previous block course by utilizing the manufacturer's recommended process. Blocks shall be individually placed. Placement by mechanical methods will not be permitted. Kent Regional Trails Connector/Madfai SP - 115 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L No payment shall be made for improperly placed blocks, The Contractor shall follow the manufacturer's construction standards, the construction requirements as stated in this section and the geotechnical report included in Appendix A-7 of these specifications, and the Construction Guide notes r on the construction plans. L Gravity Block Wall r- L... Section 8-24.3(2) is supplemented with the following: r: (January 7, 2002) L Definitions Temporary Gravity Block Wall: A gravity block wall that is constructed and r removed under the same contract. Temporary gravity block walls shall not exceed ten feet in height, measured from the bottom of the bottom row of blocks to the top of the highest block. Permanent Gravity Block Wall: A gravity block wall that remains in place after the conclusion of the contract under which the gravity block wall was constructed. Permanent gravity block walls shall not exceed 15 feet in height, L measured from the bottom of the bottom row of blocks to the top of the highest block. r Submittals The Contractor shall submit working drawings of the gravity block wall to the Engineer for approval in accordance with Section 6-01 .9. The working drawings L shall include, but not be limited to, the following: r 1 . Plan, elevation, and section views of the wall, showing the layout, batter, �- and orientation of the blocks. 2. Dimensions and details of the blocks, including details and locations of L block erection lifting loops and inserts, and the features designed to interlock blocks together if the blocks have such features. r' L 3. Method and equipment used to erect the blocks. 4. Erection sequence. L The Contractor shall not begin fabricating gravity block wall blocks until r receiving the Engineer's approval of the working drawing submittal. L. Gravity Block Wall Erection F After excavating for the wall base, the Contractor shall grade the excavation for a width equal to or exceeding the width of the bottom row of blocks. The base shall be graded to the base elevation shown in the Plans and working drawings F as approved by the Engineer, and shall accommodate the batter of the bottom row of blocks. F Kent Regional Trails Connector/Madfai SP - 116 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J The Contractor shall erect the gravity block wall and place the backfill in accordance with the erection sequence as approved by the Engineer. The top of the gravity block wall shall be within two inches of the line and grade shown in the Plans. The backfill shall be compacted in accordance with Section 2- 03.3(14)C, Method C. The Contractor shall repair all large blemishes, honeycombed areas, and chipped surfaces, (25 square inches and larger) on the exposed face of the erected wall using methods and materials as approved by the Engineer. SECTION 8-24.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-24.4 Measurement (Special Provision) The measurement for rock or gravity block wall shall be by the square foot of wall face (SFWF) constructed. SECTION 8-24.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: a 8-24.5 Payment (Special Provision) The contract price per square foot of wall face for "Gravity Block Retaining Wall" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to install the wall in accordance to the plans and specifications. The cost for excavation and backfill with native material, shall be included in this bid item. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-26 BOLLARDS 8-26.1 Description (Special Provision) New Section This work shall consist of pick-up and transport of the City supplied fixed or removal bollards from the City Parks Maintenance Office at 5821 South 2401n Street (253) 856-5120., then installing them at the locations shown on the plans and described by the specifications and details. The Contractor shall notify and make arrangements for pickup with the Parks Department a minimum of 2 weeks prior to installing the bollards. 8-26.2 Materials Kent Regional Trails Connector/Madfai SP - 1 1 7 February 17, 2016 Federal Aid Number: cm-0615 (008) Project Number: 13-3006 r~ (Special Provision) New Section Foundation shall be cement concrete class 3000 and rebar shall be A60 steel. r Bedding shall be 5/8 inch crushed gravel. If the Contractor damages the painted finish of the bollards, the Contractor shall retouch the bollards with a paint type r specified by the design detail. L. r 8-26.3 Construction Requirements L (Special Provision) New Section The bollard shall be installed plumb, plus or minus 1 1/2 degrees, and spaced a minimum of 3 feet or a maximum of 5 feet apart. The foundation shall not be less than 12 inches in diameter and 24 inches deep. If the Contractor damages the bollards during pickup, transport, or installation, the Contractor shall repair or replace the bollards to a condition satisfactory to the Engineer. **** � L 8-26.4 Measurement (Special Provision) New Section L Fixed or removable bollards shall be measured per each bollard furnished and installed. L L 8-26.5 Payment (Special Provision) New Section Payment will be made in accordance with Section 1-04.1 , for the following bid item when it is included in the Proposal: L The unit contract price per each for "Install City Supplied Fixed or Removable Bollard" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to install the fixed or removable bollards obtained from L. the City, where shown on the plans and described in the specifications and details. r DIVISION 8 IS SUPPLEMENTED BYADD/NG THE FOLLOWING NEW SECTIONS: L 8-28 POTHOLE UTILITIES 8-28.1 Description (Special Provision) New Section L This work shall consist of potholing utilities at the locations shown on the plans and F, described in the specifications. The Contractor shall notify the Engineer, a L minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. Kent Regional Trails Connector/Madfai SP - 118 February 17, 2016 f Federal Aid Number: cm-o615 (om Project Number: 13-3006 J 8-28.2 Materials (Special Provision) New Section Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. J 8-28.3 Construction Requirements (Special Provision) New Section The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement (Special Provision) New Section Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment (Special Provision) New Section Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-30 PROJECT SIGNS J 8-30.1 Description (Special Provision) New Section a Kent Regional Trails Connector/Madfai SP - 119 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r" This work shall consist of providing all posts, braces, hardware, fabrication, installation and maintenance of signs provided by Contractor based upon template r, (see sample Kent Project Sign in Appendix 3 provided by City), where shown on the plans or as directed by the Engineer. Contractor shall pick up signs at the City L Maintenance Shop on West James Street, telephone (253) 856-5600. Contractor shall provide two weeks notice to the Shops prior to installation to schedule pickup. All project signs become the property of the City at the end of the project, and the `= Contractor shall return project signs to the same facility when so directed by the rry Engineer. r 8-30.2 Materials (Special Provision) New Section Sign posts shall be 4 inch x 6 inch Fir. L 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts (Special Provision) New Section r_ All posts shall be set reasonably vertical, and deep enough to sustain sign and r expected wind loads as determined by the Engineer. L L- 8-30.3(2) Design A (Special Provision) New Section r' L Three (3) vertical 4 inch x 4 inch Fir posts shall be attached to the back of the back of the sign board, spaced evenly. 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 L the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. r 8-30.3 Installation L (Special Provision) New Section Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the L; 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 L., Engineer. 8-30.4 Measurement F (Special Provision) New Section L Kent Regional Trails Connector/Madfai SP - 120 February 17, 2016 r Federal Aid Number: cm-0615 =8) Project Number: 13-3006 L 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. _J 8-30.5 Payment (Special Provision) New Section 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 "Project Sign Installation" constitutes complete compensation for furnishing all labor and materials, fabricate, install, maintain and removal at completion of the project with delivery to the City Shops, the project signs. 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. ,ry -J DIVISION S IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 8-31 PIN PILE BOARDWALK 8-31.1 Description (Special Provision) New Section This work consists of furnishing the foundation system, posts, braces, decking, hardware, fabrication, and installation needed for constructing a Pin Pile Supported Boardwalk, within that portion of the identified wetland shown on the plans. The design and construction shall be done using the described materials called for in these specifications. 8-31.2 Materials (Special Provision) New Section The foundation block system shall consist of a concrete, precast head with a minimum of 4000 psi concrete, a minimum 3/8" aggregate, with only 5-7% total air entrainment. Concrete reinforcing material to include a minimum length of 2" synthetic macro-fibers meeting the standard specification for synthetic fiber _A reinforcing per ASTM C1116/C1116M-10a. The foundation blocks to be cast with four angled cylindrical holes, one on each face, to accommodate the installation of the pile pins. Weight of block approximately 100 lbs. (concrete alone), and 13 inches square at midpoint. Height shall be 14 inches with a bracket seat 5.5 inches square. Kent Regional Trails Connector/Madfai SP - 121 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r— The pile pins shall be a minimum Schedule 40 galvanized steel pipe with butt cut `- driving ends. Steel pipe shall range from 1-1/4" to 2" nominal pipe (1.67" to 2.375" actual OD), depending upon size of block head used, and conform to ASTM r- A 53. iJ The connection of the foundation block pier to the boardwalk's structure posts/beams shall be galvanized steel post base attached to the pier with a single L' galvanized anchor bolt. The connection of the foundation block pier to the concrete abutments shall utilize a galvanized-four bolt pattern block pier. Formed r #4 and #5 rebar shall be installed per plans and details to secure block to abutment. The anchor bolt shall be a 5/8" galvanized, ASTM A 307, Grade A or 3/4" galvanized, ASTM A 307, Grade A, pending the required foundation block size r determined by the manufacturer. For four-bolt configurations, diameters to be 1/2", 5/8" and 3/4" for the size of foundation block determined by the manufacturer. All Zinc coating on hardware shall comply with ASTM A 153. Sealable caps shall be placed on the exposed end of the pin piles once installed, L and sealed with 50-year adhesive caulk. r There shall be a minimum of four pins per pier. Size of the foundation block used L shall be relative to the length, diameter, and driving angle in the site-specific soils of the project area. Capacities and sizing of the blocks shall rely on stamped local geotechnical evaluation, the completed project loading and site information. This L information shall be provided to the product manufacturer in order to calculate the appropriate sizing of the foundation block for the project. r- 8-31.3 Construction Requirements �- 8-31.3(1) Pin Piles (Special Provision) New Section r L Contractor shall verify superstructure layout, spans, and resulting loads for consistency with the manufacturer's or engineer's evaluated capacities and report r any inconsistencies to the owner's agent prior to installation. L Use of heavy equipment and/or alteration of site soils or vegetation to be kept to a F minimum to avoid compaction, erosion, and the need for site repair or replanting. Check for buried utilities before beginning to dig or driving pins. F The following steps are to be used for the installation of the foundation blocks: L 1 . Dig a conical hole that is approximately the shape of the bottom half of the F concrete pier and slightly deeper than the pier itself, leaving lose soils directly L below the pier. On sloping terrain, dig the hole deeper on the uphill side so that the concrete pier sits level. r L. 2. Position the concrete pier in the hole excavated to its midpoint, level and centered on its alignment. Replace some of the removed soils back around the sides of the pier at grade,just enough, without packing hard, to maintain level and alignment during pin driving. r- L Kent Regional Trails Connector/Madfai SP - 122 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 3. Slide opposing pins through the driving cavities in the concrete pier, and making sure to support them in the center of the driving cavities, and set the pins a foot or two into the soil with a sledge hammer or sliding post diver. Drive each of the four pins alternately with an automatic hammer, periodically checking for level and alignment. Do not hit the concrete pier with the automatic hammer. 4. Finish driving the pin with the automatic hammer, leaving 1 inch protruding from the top of the cavity. Do not drive the pins all the way down with a sledge hammer or allow the weight of the auto-hammer to force the pin against the driving cavity. Cracked piers must be replaced. Cover the exposed end of the pin with a cap, sealing it against the concrete with a 50- -� year, siliconized adhesive caulk, or equal. 8-31.3(2) Boardwalk Fabrication (Special Provision) New Section Construction shall be per Section 6-04 of the WSDOT Standard Specifications and the engineering plans. 8-31.4 Measurement (Special Provision) New Section All timber and lumber (treated or untreated), concrete forms, concrete, hardware, fasteners, fittings, labor, and other materials used to construct the boardwalk will be paid for on a per square foot of surface deck completed basis. 8-31.5 Payment (Special Provision) New Section Payment will be made in accordance with Section 1-04.1, for the following Bid Item: The contract lump sum price for "Pin Pile Boardwalk" constitutes complete compensation for furnishing all labor, materials, tools and equipment for the installation of the boardwalk including but not limited to the following: concrete abutments, concrete foundation blocks, pins, posts, beams, docking fasteners, under drain pipes, tools, supplies and equipment necessary to install the pin pile boardwalk in accordance with the plans and specifications. The cost for abutment excavation and crushed rock shall be paid separately under appropriate bid items. DIVISION 9 - MATERIALS J 9-03 AGGREGATES Kent Regional Trails Connector/Madfai SP - 123 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 n SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: r, 9-03.12(3) Gravel Backfill for Pipe Zone Bedding (Special Provision) ' r~ 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 r 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% r US No. 40 6 - 18% L US No. 200 7.5 max. % Fracture 75 min. r Sand Equivalent 40 min. L L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood F waste, bark and other deleterious material. L SECTION 9-03.14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: r L (******) r 9-03.14(1) Gravel Borrow L (Special Provision) Gravel Borrow material shall consist of pit-run granular material conforming to the L_ following gradation: Sieve Size Percent Passing L 3 Inch* 100 3/4 1 nch 65 - 100 r U.S. No. 4 25 - 70 L U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 L Sand equivalent 50 min. F The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based L on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled t_ materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. L 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. r L_ Kent Regional Trails Connector/Madfai SP - 124 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L. * 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 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: (******) 9-03.21(1)D Recycled Steel Furnace Slag (Special Provision) Steel Furnace Slag shall not be used for any purposes. Construction Geotextile Materials Section 9-07.9 is supplemented with the following: (November 17, 1997) Welded wire fabric for the slope facing, including all facing anchor pins and tie-bars, shall conform to the requirements of AASHTO M55. Welded wire fabric, anchor pins, and tie-bars shall be galvanized after fabrication in accordance with ASTM A 641 (2 oz./ft2 minimum). All damage to galvanizing shall be repaired with formula A-9-73 Galvanizing Repair Paint in accordance with Section 9-08.2. 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.1(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-14.1(1) Topsoil Type A (Special Provision) The topsoil shall be imported and shall be friable surface soil from the A horizon as determined by the United States Agriculture Soil Conservation Service Soil Survey. Topsoil shall be free from: Materials toxic to plant growth; noxious weed seeds, rhizomes, roots; subsoil; stones and other debris. All topsoil shall pass through a 1 inch screen. Maximum electrical conductivity shall be 2.0 milliohms and the maximum exchangeable sodium percentage shall be 10 percent. Topsoil Type A shall consist of a sandy clay loam, sandy loam, loam, clay loam, silty clay loam, or silt loam soil. These soil textural classes shall be determined by the United States Department of Agriculture Classification System. These textural classes shall be restricted by the following maximum percentage compositions based on the Material passing the Number 10 screen: Separates Maximum Percentage Allowable Sand 50% Kent Regional Trails Connector/Madfai SP - 125 February 17, 2016 Federal Aid Number: CM-0615 (008) a Project Number: 13-3006 F.k L Clay 20% r. The maximum percentage retained on a 1/4 inch screen shall not exceed 20 L percent by volume. Of the Material passing the 1/4 inch screen, the maximum allowable percentage of gravel retained on a Number 10 screen shall not exceed 10 r percent by weight. 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 r- landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods �- for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils", and TMECC 05.07A "Loss-On-Ignition Organic Matter Method". r L. Topsoil Type A shall be amended with Compost if more organic content is needed to meet these organic matter requirements. In a blended topsoil, 5% organic r matter is produced by blending 20-25% compost by volume into a mineral soil, and 10% organic matter is produce by blending 35-40% compost by volume into a mineral soil. Compost used shall meet the definition of Composted Material in r Section 9-14.4(8). The pH shall be within the range 5.5 to 7.5. Topsoil Type A shall not contain any viable seeds or roots capable of sprouting any r State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's r expense. Planting Soil and Turf Area Soil L. Planting Soil Description: �. Planting soil shall consist of 67% sandy loam and 33% composted organic material by volume. A. The soil shall meet the following requirements: F" L 1 . Soil shall be sandy loam or loamy sand consisting largely of sand, but with enough silt and clay present to give it a small amount of stability. r_' Individual sand grains can be seen and felt readily. On squeezing in L. the hand when dry, it shall fall apart when the pressure is released; on squeezing when moist, it shall form a cast that does not only hold F' its shape when the pressure is released, but shall withstand careful L handling without breaking. The mixed soil shall meet the following gradation: F L Screen Size Percent Passing 1/2 inch ....................... 100 F 1/4 inch ....................... 95 — 100 L_ #10 ............................. 85 —95 #30 ............................. 60 — 75 #60 ............................. 50 — 60 �. Kent Regional Trails Connector/Madfai SP - 126 February 17, 2016 �. Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L #100 ........................... 20 — 30 #200 ........................... 5 — 15 B. Shall have a pH range of 5.5 - 7.5. Soils indicated having a pH below 5.5 shall be treated with dolomitic limestone as necessary to attain this pH range. Soils having a pH greater than 7.5 shall be treated with sulfur as necessary to attain this pH range. 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. In addition, the organic material shall have the following physical characteristics: 1 . Shall pass a standard cress test for seed germination (90% germination compared to standard). 2. Shall have a pH from 5.5 to 7.5. 3. Shall have a maximum electrical conductivity of 3.0 ohms/cm. 4. Shall have a maximum carbon to nitrogen ratio of 40:1 . 5. Shall be certified by the "Process to Further Reduce Pathogens" (PFRP) guideline for hot composting as established by the United States Environmental Protection Agency. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil Specifications to the Engineer for approval 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 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 4 Working Days to complete the testing from the time of written notice given by the Engineer. Acceptable Sources can be found at the Clean Washington Center organization's web-site www.cwc.org. _ J Turf Area Soil Description: Turf Area Soil is for general-use and passive recreation lawn areas. Turf Area Soil shall consist of 75% sand or loamy sand and 25% Composted Organic Material by volume. A. Sand used shall meet the following: Kent Regional Trails Connector/Madfai SP - 127 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- Screen Size Percent Passing L 3/8 ......................................... 100 No. 20..................................... 77-100 r No. 60..................................... 0-23 L No. 200 ................................... 1-10 r B. Sand shall have pH range of 5.0 - 6.5. Soils indicated having a pH below L 5.0 shall be treated with dolomitic limestone as necessary to attain this pH range. Soils having a pH greater than 6.5 shall be treated with sulfur as necessary to attain this pH range. The pH shall be determined by soil test. C. Organic material shall consist of Fine Composted Material as described r below. L D. Turf Area Soil shall not contain any viable seeds or roots capable of r sprouting of any State-listed noxious weed, or invasive root-propagating L plants including but not limited to horsetail, ivy, clematis, knotweed, etc. Soil found to contain these prohibited viable plant materials shall be r removed and replaced at the Contractor's expense. L E. Submit a certified laboratory analysis from an accredited soils testing F laboratory indicating the Material source and compliance with all L Specifications to the Engineer for approval prior to delivery to the Project Site. Sample size shall be a minimum of 2 pounds. r_ L SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: L_ r 9-14.1 MA Rotted Manure L. (Special Provision) New Section Rotted manure shall consist of well-rotted, unleashed cattle manure not containing L more than one third part shavings, sawdust, or refuse and shall be free of noxious weed or grass seed. F L F 9-14.1 (1)B Peat L (Special Provision) New Section Peat shall consist of fibrous sedge, wood or reed type peat, containing less than L. twenty percent ash by dry weight. It shall have a moisture content of less than fifty percent by weight and shall have been thoroughly aerated during the drying r process. L 9-14.1 (1)C Sandy Loam (Special Provision) New Section r L Kent Regional Trails Connector/Madfai SP - 128 February 17, 2016 Federal Aid Number: cm-0615 =8) Project Number: 13-3006 L 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 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed (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 a marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% Pre-inoculated J 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 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: J 9-14.3 Fertilizer (Special Provision) Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6- 10-8). Kent Regional Trails Connector/Madfai SP - 129 February 17, 2016 Federal Aid Number: CM-0615 (006) Project Number: 13-3006 r-- Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the L following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: L Total available Nitrogen ............................. 16% of weight (of which 50% is derived from ureaform) r Total available Phosphorous ....................... 16% of weight L. Total available Potassium........................... 16% of weight r Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in L detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ............................. 21% (Analyzed as N) Available phosphorous............................... 0% r (Analyzed as P205) L Available potassium .................................. 10% (Analyzed as K20) L Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers L 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. L 9-16 FENCE AND GUARDRAIL 1 L SECTION 9-16. 1(1)B IS DELETED AND REPLACED WITH THE FOLLOWING: (******) L. 9-16.1(1)B Chain Link Fence Fabric F (Special Provision) L Chain link fabric shall consist of 9 gage wire (0.148-inch diameter) for all fences F unless specified otherwise. The fabric wire shall be: L Galvanized steel wire conforming to ASTM A 392. Galvanizing shall be Class I F performed by the hot dip process. L The wire shall be woven into approximately 2-inch diamond mesh. The width and F top and bottom finish of the fabric shall be as shown in the plans. L 9-28 S I GN I NG MATER I ALS AND FABR I CAT I ON F- L SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: F (** ***) L 9-28.1 General F (Special Provision) L Kent Regional Trails Connector/Madfai SP - 130 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 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-REFLECTOR IZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro-reflectorized sheeting. SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.14(2) Steel Structures and Posts (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 V-0" at the exposed end in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces A shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not A 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. J Kent Regional Trails Connector/Madfai SP - 131 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 9-29 ILLUMINATION, SIGNAL, ELECTRICAL V SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING r, PARAGRAPH TO THE BEGINNING OF THIS SECTION: L L 9-29.1 Conduit, 1 nnerduct, and Outerduct r (Special Provision) u Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all r 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 L' size 2 inches. r- 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes L' SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THIS SECTION: L, L 9-29.2(1) Standard Duty and Heavy-Duty Junction Boxes (Special Provision) r L. Box frame and lid shall be hot dip galvanized only. r SECTION 9-29.3 IS REVISED AS FOLLOWS: L 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable r L. r- SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: L 9-29.3(2)1 Twisted-Pair Communication Cable (Special Provision) . Replace "AWG 22" with "#AWG 19". L THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. 9-29.6 Light and Signal Standards SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: L L Kent Regional Trails Connector/Madfai SP - 132 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' 9-29.6(2) Slip Base Hardware (Special Provision) INSERT THE FOLLOWING PARAGRAPH AT THE BEGINNING OF THIS SECTION: Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. SECTION 9-29.6(5) IS SUPPLEMENTED AT THE END OF THE SECTION WITH ' THE FOLLOWING PARAGRAPH: J 9-29.6(5) Foundation Hardware (Special Provision) Breakaway supports for street light standards shall conform to Precisionform Inc. model PFI 200-1A Breakaway Supports, or approved equal. SECTION 9-29.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: .l 9-29.6(6) Aluminum Light Standards (Special Provision) New Section Pole shafts shall be constructed of seamless extruded tubes of 6063 aluminum alloy per ASTM B221 and shall be full-length heat treated after welding on the base flange to T-6 temper. The shaft shall be free of longitudinal welds. The pole cap - shaft, when required, shall be cast aluminum 443 or 356F aluminum alloy and attached utilizing stainless steel screws. Pole base flanges shall be one piece cast socket of aluminum alloy 356 per ASTM B 26 or 13108. The base flange shall be joined to the pole shaft by means of complete circumferential welds; externally at the top of the flange and internally at the bottom of the shaft tube. Single arm members shall be tapered and ellipsized from 6063-T6 aluminum alloy tubing. Arms shall be welded to an extruded mounting plate of 6063-T6 aluminum alloy and attached to the pole shaft by means of four 1/2 inch diameter stainless steel bolts, nuts and washers. A grommeted 1 1/4 inch cable entry (1 inch I.D. rubber grommet) shall be provided in the pole shaft at the arm mounting location. Arms shall have 2 inch N.P.S. slipfitters at least 8 inches in length. 9-29.10 Luminaires SECTION 9-29.10(1) IS REVISED AS FOLLOWS: 9-29.100) Conventional Roadway Luminaires Kent Regional Trails Connector/Madfai SP - 133 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r (Special Provision) LIJ REPLACE THE FIRST SENTENCE OF THE FIRST PARAGRAPH WITH THE I FOLLOWING: L All luminaires shall come equipped for IES type I11, medium cutoff light distribution unless otherwise specified on the Street Lighting Plans and/or Traffic Signal Plans when those signals include street lighting luminaires. THE FOLLOWING PARAGRAPHS ARE ADDED TO THE END OF THIS SECTION: The only approved new street lighting luminaires for this project are as follows: For 400 Watt Luminaires: AEL Autobahn Series ATBM H, Ordering number: ATBM H MVOLT R3 �- For 250 Watt Luminaires: AEL Autobahn Series ATBM D �- Ordering number: ATBM D MVOLT R3 r For 200 Watt Luminaires: L AEL Autobahn Series ATBM C Ordering number: ATBM C MVOLT R3 r L. For 150 Watt Luminaires: AEL Autobahn Series ATBO r Ordering number: ATBO 20870 L Other street lighting luminaires maybe submitted for approval, PROVIDED that r they possess the same serviceability characteristics as the pre-approved models, L and the submittal is accompanied by photometric calculations showing that they are photometrically equivalent to the approved products. r L 9-29.12 Electrical Splice Materials f SECTION 9-29. 12(l) IS DELETED AND REPLACED WITH THE FOLLOWING: L L 9-29.12(1) Illumination Circuit Splices (Special Provision) F L Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking L. insulation. Scotch TM 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently-applied ScotchkoteTM 054007-14853 Electrical Coating. L SECTION 9-29.92(2) IS DELETED AND REPLACED WITH THE FOLLOWING: L Kent Regional Trails Connector/Madfai SP - 134 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 9-29.12(2) Traffic Signal Splice Material (Special Provision) 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 ScotchTm#06147 Electrical Moisture Sealant, or approved equal. 9-29.13 Traffic Signal Controllers SECTION 9-29.13(2) IS REVISED AS FOLLOWS: 9-29.13(2) Flashing Operations (Special Provision) ADD THE FOLLOWING TO THE END OF THE FIRST PARAGRAPH: _, When the cabinet is commanded to Flashing mode, the DC supply voltage shall be removed from all loadswitches. The flash transfer relays shall be de- energized during flashing operations. REPLACE THE LAST SENTENCE IN ITEM 2 WITH THE FOLLOWING: a When the flash-automatic switch is changed to the automatic position, the controller shall resume normal automatic operation with the display and timing as it existed before the flash mode was enabled. DELETE THE SECOND SENTENCE IN ITEM 3. DELETE ITEM 4 IN ITS ENTIRETY. REVISE ITEM 5 BY DELETING "at the beginning of major street green" IN THE LAST SENTENCE. SECTION 9-29.13(3) IS REVISED BY DELETING THE FOURTH SENTENCE. .J 9-29.13(3) Emergency Preemption (Special Provision) SECTION 9-29.13(7) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.13(7) Traffic-Actuated Controllers (Special Provision) Kent Regional Trails Connector/Madfai SP - 135 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r L The traffic-actuated controller for all City traffic signals shall be a Econolite Cobalt r- controller. L. SECTION 9-29. 13(7)B 1S REVISED AS FOLLOWS: (******) L 9-29.13(7)B Auxiliary Equipment for NEMA Controllers r (Special Provision) '- ITEM 2 IS REPLACED WITH THE FOLLOWING: r L 2. Type P-1 controller cabinets shall include a fully-wired 16-position back panel / load bay. Printed circuit-type load bay design is not acceptable. The r load bay shall be of the tilt down style requiring no tools to swing it down; L- giving access to the back of the load switches and all wiring behind the load bay. The cabinet shall include the following additional components: twelve solid-state load switches that conform to NEMA TS-2 specifications, eighteen 2 L channel detectors (Reno A+ETM Model C-1200-R or approved equal), two 24 VDC regulated detector power supplies (Detector SystemsTM Model 201 or r approved equal), twelve red outputjumpers to short pin 1 to pin 3 on the �- loadswitch sockets and auxiliary accessories to provide a complete and functional traffic signal control system. ITEM 3c. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of twenty AC neutral termination points shall be available for field wire L termination in the lower portion of the cabinet. r.. ITEM 3f. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: L A minimum of ten earth ground unused termination points shall be available for r field wire termination in the lower portion of the cabinet. L ITEM 4 IS REPLACED WITH THE FOLLOWING: r L_ 4. A police panel located behind the police panel door shall be equipped with a flash-automatic switch. See Section 9-29.13(2) (above) for operational requirements. L ITEM 5 IS REPLACED WITH THE FOLLOWING: F_ 5. An auxiliary control panel located inside the controller cabinet with a Flash- Automatic switch, a Controller On-Off switch, and a Stop Time switch. The F Flash-Automatic switch shall put the signal on Flash without applying Stop L Time. The Stop Time switch shall provide for application of stop time or disabling ALL other stop time inputs. A ground fault interrupter-protected double outlet shall also be provided on the panel. The panel shall be side or L bottom-hinged. r ITEM 6 IS REPLACED WITH THE FOLLOWING: Kent Regional Trails Connector/Madfai SP - 136 February 17, 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J 6. The conflict monitor shall be Eberle design inc. model MMU2-16LE (ip), or approved equal. See Section 9-29.13(2) of the Kent Special Provisions for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to Flash if the conflict monitor is removed from service and the cabinet door is closed. Supplemental resistor loads, not to . exceed 10 watts per monitored circuit, shall be provided to prevent monitor actuation caused by dimming or lamp burnout. Supplemental loads shall be installed on the control side of the field terminals, for the odd numbered phases only, i.e. 1 , 3, 5, 7. ITEM 8 IS REPLACED WITH THE FOLLOWING: B. Detector switches with separate operate, test, and off positions shall be provided. The switches shall provide a spring loaded momentary contact that will place a call to the controller. When in the OFF position, respective detector circuits will be disconnected. In the OPERATE position, each respective detector circuit shall operate normally. Switches shall be provided for eight vehicle phase inputs, eight pedestrian phase inputs and eight system detector inputs. All switches on the panel shall be marked with the function they control. All marked numbers shall be permanent. ITEM 11 IS REPLACED WITH THE FOLLOWING: 11 . An LED interior cabinet light mounted at the top of the enclosure with a door switch to automatically energize when the door opens, The light shall be installed a minimum of 12 inches from the vent fan thermostat. The switch shall be labeled "LIGHT." ITEM 12 IS SUPPLEMENTED WITH THE FOLLOWING: 12. No more than one wire shall be permitted per crimped terminal lug. All terminals shall be identified in conformance to the cabinet wiring diagram. All equipment input and output functions shall be terminated on terminal blocks for easy access. The cabinet shall contain a spare door indicator switch (normally closed contacts) which will be wired to a terminal block for future use. ITEM 15 IS ADDED TO THIS SECTION TO READ AS FOLLOWS: 15. Emergency preemption equipment shall be Global Traffic Technologies (GTT) opticom model 764 phase selector. The lead in cable, from the optical detectors to the controller cabinet shall be GTT Type 138 cable. -J ITEM 16 IS ADDED TO THIS SECTION TO READ AS FOLLOWS: 16. The cabinet shall have a 15 ampere GFI-protected double outlet receptacle mounted on the right side, between the upper and lower equipment shelves. This same GFI will provide protection to outlet receptacles mounted on the Auxiliary Panel. Kent Regional Trails Connector/Madfai SP - 137 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 P" SECTION 9-29.13(7)D IS REVISED AS FOLLOWS: L 9-29.13(7)D NEMA Controller Cabinets (Special Provision) r ITEM 9 IS REPLACED WITH THE FOLLOWING: r_ 1 . Cabinets shall be constructed of aluminum. Cabinets shall be finished inside with an approved finish coat of exterior white enamel. The inside of the main cabinet door does NOT have to be coated. The outside of the aluminum r cabinet shall be unfinished. L ITEM 3 IS SUPPLEMENTED WITH THE FOLLOWING: 3. The controller cabinet shall be a 44-inch wide Type P-1 aluminum cabinet. 9-29.16 Vehicular Signal Heads, Displays, and Housing L SECTION 9-29. 16(2)A IS DELETED AND REPLACED WITH THE FOLLOWING: r L_ r- 9-29.16(2)A Optical Units L (Special Provision) r 1 . Light emitting diode (LED) light sources are required for all signal displays. L a. Wattage (maximum): 35 watts. F b. Voltage: The operating voltages shall be between 85 VAC and 130 VAC. L C. Temperature: Temperature range shall be —35 C to +70 C. d. LED Types: Red balls shall be Dialite TM, part number 433-1210-003 XL 151 or approved equal; red arrows shall be Dialite TM, part number 432-1314- L 001 XOD15, or approved equal; green balls shall be DialiteTM, part number 433-2220-001 XL15, or approved equal; green arrows shall be DialiteTM, f part number 432-2374-001 XOD15, or approved equal; yellow balls shall L be Dialite TM, part number 433-3230-901XL15, or approved equal; yellow arrows shall be DialiteTM, part number 431-3334-901 XOD15 or approved F equal. L e. Enclosure: The enclosure for the LEDs and associated circuitry shall be dust and water-resistant. F f. Lens: The lens shall be a polycarbonate lens. The lens shall be free from L bubbles, flaws, and other imperfections and shall not be diffused. g. Warranty: A fifteen-year written manufacturer's warranty from date of installation on parts and materials will be provided. L h. Label: A label shall be provided on the LED housing. The Contractor shall mark the label with a permanent marker to note the installation date. L r L Kent Regional Trails Connector/Madfai SP - 138 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L -J SECTION 9-29.96(2)B 3RD AND 4TH SENTENCES IN PARAGRAPH 5 HAVE BEEN MODIFIED AS FOLLOWS: 9-29.16(2)B Signal Housing (Special Provision) In the third sentence of paragraph 5, all words following the words "stabilized polycarbonate plastic" shall be deleted. The fourth sentence in paragraph 5 is replaced with "Visors shall be flat black in color inside and shall be dark green on the outside". SECTION 9-29. 16(3) POL YCARBONA TE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY. SECTION 9-29. 19 IS DELETED AND REPLACED WITH THE FOLLOWING: J /*%kK* KK1 9-29.19 Pedestrian Push Buttons (Special Provision) Where noted in the contract, pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed, They shall be ADA compliant and the actuator shall operate a mechanical switch. The pedestrian push button assembly shall be constructed as shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. , SECTION 9-29.20 IS DELETED AND REPLACED WITH THE FOLLOWING: , 9-29.20 Pedestrian Signals (Special Provision) Pedestrian signals shall be (filled in) Hand/Man with Countdown Display, containing LED type optics only. Pre-approved is Gelcore part number PS7-CFF1-27A- J. Audible pedestrian signals shall be Campbell Company AGS with 5 x 7 3/4 sign, or approved equal, when audible pedestrian signals are specified on the Traffic Signal Plans. J SECTION 9-29.21 IS REVISED AS FOLLOWS: , 9-29.21 Flashing Beacon (Special Provision) Kent Regional Trails Connector/Madfai SP - 139 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- Delete the words "l2 inch yellow displays shall be dimmed 50% after dark". r SECTION 9-29.24 IS REVISED AS FOLLOWS: L 9-29.24 Service Cabinets (Special Provision) ITEM 1. IS REPLACED WITH THE FOLLOWING: r. I. All service enclosures shall be fabricated from 0.125 inch (minimum) 5052 H 32 L ASTM designator or B209 aluminum. The exterior of the aluminum service panel shall be unfinished. SECTION 9-29.24(2) IS REVISED AS FOLLOWS: r- 9-29.24(2) Electrical Circuit Breakers and Contactors r (Special Provision) L REPLACE THE SECOND PARAGRAPH WITH THE FOLLOWING: r L Mercury contactors shall not be permitted. r SUPPLEMENT THE END OF THIS SECTION WITH THE FOLLOWING THREE �- PARAGRAPHS: Electrical service will be 120 / 240 volts, 60 Hz. AC where and as noted on the L Street Lighting and/or Traffic Signal Plans, and include a meter base to allow installation of a power meter. Service conductors shall be stranded copper wires. ' The smallest service wire shall be #2 AWG USE from the Puget Sound Energy L. (PSE) connection to the service cabinet. The electrical service cabinet and service point shall be installed by the Contractor L where shown on the Street Lighting and/or Traffic Signal Plans. The service panel shall consist of a 2 pole, 240 VAC, 150 amp Main Breaker for control of all power. The panel shall be equipped with a single 1 pole, 120V, 40 amp branch breaker for L. a traffic signal, four 2 pole, 240 VAC, 20 amp branch breakers for the lighting circuits, a single 1 pole, 120 VAC, 15 amp lighting control breaker, and a single 1 r' pole, 120 VAC, 20 amp breaker for the GFI receptacle. See Kent Standard Plan 6- L. 96 for service cabinet information. The service panel shall include a switch to bypass the photocell for street light testing. F L. The electrical service cabinet shall be weather tight. The cabinet shall be equipped with a blue core BestTM lock in the cabinet door. See Kent Standard Plans 6-96 for F additional information. L SECTION 9-29 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW F SECTIONS: L Kent Regional Trails Connector/Madfai SP - 140 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J l / 9-29.26 Street Light Lamps (Special Provision) New Section Street light lamps shall be Lumalux PIusTM Plus / ECO high pressure sodium (HPS) lamps, or approved equal, unless otherwise specified on the Street Light Plans. Street light lamps shall: have an average rated life of 24,000 hours; be non- cycling; and contain no more than 5.0 mg/I for lead, and 0.2 mg/I for mercury. 9-29.27 Traffic Signal Battery Backup Power Unit (Special Provision) New Section 1 . Features: 1 .1. All traffic signal battery back-up power units shall employ a 48Volt DC parallel battery system. 1 .2. All battery backup power units shall utilize the Alpha FXM1100 2000 Watt Inverter/Charger unit, complete with associated remote control display panel. 1 .3. Batteries shall be individually connected to the battery bus utilizing approved quick-connect modular battery connectors. Battery connection scheme must provide a "Hot-Swap" capability during operation. Battery cable sizing shall be appropriate for the type and quantity of batteries supplied. 1 .4. Batteries shall be 12 Volts DC, Absorbed Glass Mat type, Group 27. Batteries shall meet or exceed Specification MIL B-8565J (Sec 4.6.22). The quantity of batteries to be supplied shall be specified in the contract, or by the project engineer. 1 .5. All battery backup power units shall possess an AC voltage bypass/disconnect switch or relay. The bypass/disconnect method shall couple the normal AC power source directly to the signal controller cabinet, while completely isolating the inverter/charger unit from the circuit. 1 .6. All battery backup power units shall possess a 0-4 hour Time Delay Relay, with both "delay on make" and "delay on break" contact sets. This relay shall be energized upon loss of AC input power, or "Inverter On" condition. Relay contacts must be easily accessible, and clearly labeled. 1 .7. Cabinets shall be equipped with thermostatically controlled fan ventilation. J 1 .8. Equipment supplied shall be one of the pre-approved models listed below, or approved equal. Kent Regional Trails Connector/Madfai SP - 141 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r Manufacturer/Vendor Model/Type r Advanced Traffic SH12000R Traffic UPS Products, Inc. Alpha Port No. Western Systems 017-230-23, 020-168-21 , 012- 306-21 r� 2. Installation/Cabinet Mounting Style: 2.1 Traffic UPS Cabinets shall not exceed 24 inches in width and 18 inches in F- depth. L 2.1 .1 Cabinet height shall be sufficient to accommodate the quantity of batteries required by the contract, or specified by the project r- engineer. 2.2 Installation shall be performed in accordance with City Construction Standards. r r 9-29.28 Traffic Management Camera (Special Provision) r The traffic management camera shall consist of: Cohu series camera model 3960 HD, Axis model Q7401 encoder and Axis model P7701 decoder with power supply Actelis ML628 video over copper with wall mount bracket and power supply, and r ML600 to MDF copper loop cable (Part Number 504R20120) 10-ft length and all additional materials not shown in the plans or called for herein and which are �. required to complete the traffic management camera systems. r 9-33.4(l) Geosynthetic Material Approval L Section 9-33.4(1) is supplemented with the following: r L_. Source Approval r (April 5, 2004) L Geosynthetic Reinforced Slope Primary Reinforcement r Geosynthetic products which are qualified for use in geosynthetic reinforced structures for primary reinforcement (Classes 1 , 2, or both) are listed in the current Qualified Products List (QPL). 17- For geosynthetic products proposed for use as primary reinforcement which L. are not listed in the current QPL, the Contractor shall submit test information and the calculations used in the determination of Tal performed L in accordance with WSDOT Test Method 925 to the Olympia Service Center L Materials Laboratory in Tumwater for evaluation. The Contracting Agency will require up to 30 calendar days after receipt of the information to complete the evaluation. '- F Source approval for reinforced slope primary reinforcement geosynthetic L materials listed in the current QPL, or as approved based on data developed Kent Regional Trails Connector/Madfai SP - 142 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L A and submitted in accordance with WSDOT Test Method 925, will be based on conformance to the applicable values in Tables 7 and 11 . J Acceptance Samples Section 9-33.4(3) is supplemented with the following: (November 17, 1997) Geosynthetic Reinforced Slope Primary Reinforcement Geotextile acceptance testing shall meet the requirements of Table 7, and both geotextile and geogrid acceptance testing shall meet the required ultimate tensile strength Tult as provided in the QPL for the selected product(s). If the selected product(s) are not listed in the current QPL, the result of the testing for Tult must be greater than or equal to Tuft as determined from the product data submitted and approved by the Olympia Service Center Materials Laboratory during source approval. If the results of the testing show that the reinforced slope primary geosynthetic reinforcement lot does not meet the specified properties, the roll or rolls which were sampled will be rejected, and additional sampling and testing will be performed as specified. Acceptance by Certificate of Compliance Section 9-33.4(4) is supplemented with the following: (November 17, 1997) Reinforced Slope The Contractor shall provide a Manufacturer's Certificate of Compliance to the Engineer, including polymer type in addition to all information as specified, for all quantities of reinforced slope geosynthetic material, including primary and secondary reinforcement materials, and erosion mat material when specified in the Plans. (January 4, 2016) Standard Plans The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 transmitted under Publications Transmittal No. PT 15-048, effective August 3, 2015 is made a part of this contract. The Standard Plans are revised as follows: A-30.15 DELETED A-50.10 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C-14a is revised to C-70.10 A-50.20 Sheet 2 of 2, Plan, with Anchored Barrier, reference C-14a is revised to C-70.10 A-50.30 Sheet 2 of 2, Plan (top), reference C-14a is revised to C-70.10 Kent Regional Trails Connector/Madfai SP - 143 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 8-10.20 and 8-10.40 L' Substitute "step" in lieu of "handhold" on plan r B-15.60 L Table, Maximum Knockout Size column, 120" Diam., 42" is revised to read; 96" r B-25.20 �- Add Note 7. See Standard Specification Section 8-04 for Curb and Gutter requirements B-55.20 Metal Pipe elevation, title is revised to read; "Metal Pipe and Steel Rib Reinforced r Polyethylene Pipe" B-90.40 Offset & Bend details, add the subtitle, "Plan View" above titles C-8b rr Section A, callout, was — "Grout" is revised to read; "Grout — 2" (IN) MAX., callout, L was — "Anchor Bolt (TYP.) — See Detail" is revised to read; "Anchor Bolt or Rod (TYP.) — See Detail", Sheet 2, Detail "A", callout, was — "Anchor Bolt (TYP.) — See Detail", is revised to read; "Anchor Bolt or Rod (TYP) — See Detail". Anchor Bolt Detail, DELETED — Headed Bolt DETAIL portion of the ANCHOR BOLT DETAIL. Dimension, "5 1/2" MIN. Threads" is deleted. Add dimension, "1" MAX." from top of barrier to bottom of the nut, Callout, was — "1" Diam. Threaded Rod — ASTM A 419" is revised to read; "1" (IN) Diam. Threaded Full Length Rod or Bolt — ASTM F 1554, Grade 105". Note (Below Title), was — "Galvanize Exposed Anchor Rod End r 1' — 9" Min." is revised to read; "Galvanized Anchor Bolt Full Length according to i ASTM F 2329". Subtitle — was "Threaded Rod" is revised to read; "Threaded Rod or Bolt", Sheet 2, Anchor Plate detail, callout, was — 1" DIAM. HOLE (TYP.)" IS r REVISED TO READ; "1 1/8" (IN) DIAM. HOLE (TYP.)" , callout, was — "/2" Plate" is revised to read;"1/2" (IN) Plate -- ASTM A36 C-1 L. Assembly Detail, Steel Post, (post) callout — was - "W6 x 9 or W6 x 15" is revised to read; "W6 x 8.5 or W6 x 9 or W6 x 15" r L. C-10 General Note 1, first sentence, was — "Length of W8 x 35 and W6 x 9 shall be determined by measurement from top of ground to top of grout pad." Is revised to L read; "Length of W8 x 35 and W6 x 8.5 or W6 x 9 shall be determined by measurement from top of ground to top of grout pad." r- Sheet 1, Post Base Plate Detail, callout, was — "W6 x 9" is revised to read; "W6 x L 8.5orW6x9" Sheet 1, Box Culvert Guardrail Steel Post Type 2 detail, callout, was — "W6 x 9 Steel Post" is revised to read;" "W6 x 8.5 or W6 x 9 Steel Post" L. Sheet 1, Post Anchor Attachment Detail, callout, was — "W6 x 9 — See Note 1" is revised to read; "W6 x 8.5 or W6 x 9 — See Note 1 " F Sheet 1, Detail A, callout, was — "W6 x 9 Steel Post — See Note I" is revised to L read; "W6 x 8.5 or W6 x 9 Steel Post — See Note 1" r L Kent Regional Trails Connector/Madfai SP - 144 February 17, 2016 17 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' Sheet 2, Box Culvert Guardrail Steel Post Type 1, callout, was - "W6 x 9 x 27.5" Steel Post" is revised to read; "W6 x 8.5 x 27.5" (IN) or W6 x 9 x 27.5" (IN) Steel Post" J Sheet 2, Detail B, callout, was - "W6 x 9 x 27.5" Steel Post" is revised to read; .� "W6 x 8.5 x 27.5" (IN) or W6 x 9 x 27.5" (IN) Steel Post" C-16a Note 1, reference C-28.40 is revised to C-20.10 C-16b Note 3, reference C-28.40 is revised to C-20.10 C-22,14 Plan, callout, was - "Location of Post (Without Block) W6 x 9 Steel Post Only" is revised to read; "Location of Post (Without Block) -- W6 x 8.5 or W6 x 9 Steel Post Only" Elevation, callout, was - "Location of Post (Without Block) -- W6 x 9 Steel Post Only" is revised to read; "Location of Post (Without Block) - W6 x 8.5 or W6 x 9 Steel Post Only" C-22.45 Note 1, was - "This Terminal is FHWA accepted at Test Level Two (TL-2) and may be used in applications with speeds of 40 MPH or less." Is revised to read: "This Terminal is FHWA accepted at Test Level Two (TL-2) and may be used in applications with speeds of 45 MPH or less." Plan Title, was - "Beam Guardrail Type 31 Non - Flared Terminal Steel Posts (Posted Speed -- 40 MPH and Below)" is revised to read: "Beam Guardrail Type 31 Non - Flared Terminal Steel Posts (Posted Speed -- 45 MPH and Below 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-10.20 Wall Type 3 may be used in all cases. The last sentence of Note 6 on Wall Type 3 shall be revised to read: The seismic design of these walls has been completed using a site adjusted (effective) peak ground acceleration of 0.32g. D-10.25 Wall Type 4 may be used in all cases. The last sentence of Note 6 on Wall Type 4 shall be revised to read: The seismic design of these walls has been completed using a site adjusted (effective) peak ground acceleration of 0.32g. D-10.30 Wall Type 5 may be used in all cases. Kent Regional Trails Connector/Madfai SP - 145 February 17, 2016 Federal Aid Number: CM-0615 =8) Project Number: 13-3006 r D-10.35 r Wall Type 6 may be used in all cases. L D-10.40 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls r 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 r stated in the 11/3/15 Bridge Design memorandum. D-10.45 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls r with traffic barriers attached on top of the wall are considered non-standard and L 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. r 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 L 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. L- D-15.30 F STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining I_. Walls" are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. F L F-10.12 Section Title, was — "Depressed Curb Section" is revised to read: "Depressed Curb and Gutter Section" L F-10.40 F "EXTRUDED CURB AT CUT SLOPE", Section detail - Deleted L F-10.42 F DELETE — "Extruded Curb at Cut Slope" View L G-24.40 Sheet 1, Elevation (upper left corner), callout, was — "Sign Brace— 36" (IN) or L. larger in width required (See Standard Plan G-50.10)" is revised to read; "Sign Brace (See Standard Plan G-50.10)" Sheet 3, Elevation (upper left corner), callout, r was — "Sign Brace— 36" (IN) or larger in width required (See Standard Plan G- L 50.10)" is revised to read; "Sign Brace (See Standard Plan G-50.10)" r- H-70.20 L Sheet 2, Spacing Detail, Mailbox Support Type 1 , reference to Standard Plan I- 70.10 is revised to H-70.10 Kent Regional Trails Connector/Madfai SP - 146 February 17. 2016 r Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L 1-80.10 Stabilized Construction Entrance, Isometric View, add Note to read; "Note: At the discretion of the contractor, smaller rock may be used to fill in voids between the quarry spalls to create a walking pathway for crossing the construction entrance." J-3 DELETED J-3b DELETED J-3C DELETED J-10.21 Note 18, was — "When service cabinet is installed within right of way fence, see Standard Plan J-10.22 for details." Is revised to read; "When service cabinet is ry installed within right of way fence, or the meter base is mounted on the exterior of the cabinet, see Standard Plan J-10.22 for details." J-10.22 Key Note 1, was — "Meter base per serving utility requirements- as a minimum, the meter base shall be safety socket box with factory-installed test bypass facility that meets the requirements of EUSERC drawing 305." Is revised to read; "Meter base per serving utility requirements— as a minimum, the meter base shall be safety socket box with factory-installed test bypass facility that meets the requirements of EUSERC drawing 305. When the utility requires meter base to be mounted on the side or back of the service cabinet, the meter base enclosure shall be fabricated from type 304 stainless steel." Key Note 4, "Test with (SPDT Snap Action, Positive close 15 Amp — 120/277 volt "T" rated). Is revised to read: "Test Switch (SPDT snap action, positive close 15 amp —120/277 volt "T" rated)." Key Note 14, was — "Hinged dead front with 1/4 turn fasteners or slide latch." Is revised to read; "Hinged dead front with 1/4 turn fasteners or slide latch. — Dead front panel bolts shall not extend into the vertical limits of the breaker array(s)." Key Note 15, was — "Cabinet Main Bonding Jumper. Buss shall be 4 lug tinned copper. See Cabinet Main bonding Jumper detail, Standard Plan J-3b." is revised to read; "Cabinet Main Bonding Jumper Assembly -- Buss shall be 4 lug tinned copper -- See Standard Plan J-10.20 for Cabinet Main Bonding Jumper Assembly details." J-20.10 Add Note 5, "5. One accessible pedestrian signal assembly per pedestrian pushbutton post." J-20.11 Sheet 2, Foundation Detail, Elevation, callout — "Type 1 Signal Pole" is revised to read: "Type PS or Type 1 Signal Pole" Sheet 2, Foundation Detail, Elevation, add note below Title, "(Type 1 Signal Pole Shown)" Kent Regional Trails Connector/Madfai $P - 147 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r- Add Note 6, "6. One accessible pedestrian signal assembly per pedestrian L pushbutton post." F` J-20.26 L 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 of 2, Elevation view (Round), add dimension depicting the distance from r the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR., ` Delete "(TYP.)" from the 2 1/2" 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 L the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYP.)" from the 2 1/2" CLR. dimension, depicting the distance from the r bottom of the foundation to find 1 # 4 reinf. Bar. L 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. Delete "(TYP.)" from the 2 1/2" CLR. dimension, depicting the distance from the L bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from r the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR, �- Delete "(TYP.)" from the 2 1h" CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. J-21 .15 Partial View, callout, was — LOCK NIPPLE -- 1 1/2" DIAM., is revised to read; CHASE NIPPLE -- 1 1/2" (IN) DIAM. t_ J-21 .16 F Detail A, callout, was — LOCKNIPPLE, is revised to read; CHASE NIPPLE L J-22.15 F Ramp Meter Signal Standard, elevation, dimension 4' - 6" is revised to read; 6'-0" L (2x) Detail A, callout, was — LOCK NIPPLE -- 1 1/2" DIAM. is revised to read; CHASE NIPPLE — 1 1/2" (IN) DIAM. F L J-28.45 Steel Light Standard Elbow Detail, dimension, was — "1-1/2" MAX." is revised to read; 2" MAX.. callout, was — "1 .00 — 8 UNC. x 8" (IN) long bolt threaded full length L (ASTM A325 or F1554 GR. 105) with two heavy hex nuts, two plate washers, and a round washer (Typ.) (Galvanized AASHTO M232)"is revised to read; "1 .00 — 8 UNC x 8 1/2" (IN) long bolt threaded full length (ASTM A325 or F1554 GR, 105) with L two heavy hex nuts, two plate washers, and a round washer (Typ.) (Galvanized per AASHTO F2329)". callout, was — "3/16" (IN) thick preformed "Fabreeka" fabric r pad with 5" (IN) diam. hole -- cement to flange plate and trim outside edge flush" L is revised to read; "3/16" (IN) or 1/4" (IN) thick preformed "Fabreeka" fabric pad with 5" (IN) diam. hole — cement to flange plate and trim outside edge flush". F Exploded Isometric View, callout, was — "1" (IN) Diam. L Kent Regional Trails Connector/Madfai SP - 148 February 17, 2016 r Federal Aid Number: CM-0615(006) Project Number: 13-3006 L J Heavy Hex Bolt (Typ.)" is revised to read;1" Diam. Bolt (Typ.). Section B, callout, was - "3 1/2" (IN) x 3/16" (I N)(17" (IN)..." is revised to read; "4" (IN) x 3/16" (IN)(17" (IN)...". Typical Sections, two traffic barrier views, add dimension [from the top of the pole base plate to the bottom of the Hand Hole]"6" MIN.". all three views, callout, was - "1" (IN) Diam. H. S. bolt w/ hardened lock washer and nut (Typ.) (ASTM A325 or F1554 GR. 105)" is revised to read; "1" (IN) Diam. H. S. bolt w/ hardened lock washer and nut (Typ.) (ASTM A449 or F1554 GR. 105)". -, J-28.50 Section D, callout, was - Backup Strip (ref. to key note 3) is revised to read; "Continuous Backup Strip (ref. to key note 3)" Key Note 3, was — 1/4" Thick, or No thinner than pole wall thickness. Tack weld or seal weld to Base plate. Is revised to read; "1/4" Thick, or No thinner than Pole wall thickness. Tack weld in root or continuous seal weld to Base plate or Pole wall." J-28.60 Section B, callout, was - "Continuous Back-up ring - 1/4" or no thinner than pole wall thickness - tack weld to plate" is revised to read; "Continuous Back-up ring - 1/4" or no thinner than pole wall thickness -- tack weld in root or continuous seal weld to base plate or pole wall" J-28.70 Detail C, dimension, 2" MAX. is revised to read: 1" MAX. Detail D, dimension, 2" MAX. is revised to read: 1" MAX. J-29.10 Galvanized Welded Wire Mesh detail, callout - "Drill and Tap for 1/4" Diam. Cap Screw, 3 Places, @ 9" center, all 4 edges S.S. Screw, ASTM F593 and washer" Is revised to read; "*Drill and Tap 1/4" (IN) Diam. x 1" (IN) Cap Screw with washer - space approx.. 9" o.c. Liberally coat threads with Anti-seize compound (TYP.)" Add Boxed note: * Bolts, Nuts, and washers - ASTM F593 or A193 Type 304 or Type 316 Stainless Steel (S.S.) J-29.15 Title, "Camera Pole Standard" is revised to read; "Camera Pole Standard Details" J-29-16 Title, "Camera Pole Standard Details" is revised to read; "Camera Pole Details" J-40.10 Sheet 2 of 2, Detail F, callout, "12 - 13 x 1 1/2" S.S. PENTA HEAD BOLT AND 12" S. S. FLAT WASHER" is revised to read; "12 - 13 x 1 1/2" S.S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER" J-60.14 All references to J-16b (6x) are revised to read; J-60.11 J Kent Regional Trails Connector/Madfai SP - 149 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 J-90.10 Section B, callout, "Hardware Mounting Rack -- S. S. 1-5/8" Slotted Channel" is revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1-5/8" Slotted Channel" L. J-90.20 r- Section B, callout, "Hardware Mounting Rack (Typ.) - S. S. 1-5/8" Slotted L' Channel" is revised to read: "Hardware Mounting Rack (Typ.) - Type 304 S. S. 1- 5/8" Slotted Channel" K-80.10 Sign Installation (Fill Section), dimension, 6' TO 12' MIN. is revised to read: 12' r MIN. L. Sign Installation (Sidewalk and Curb Section), dimension, 6' TO 12' MIN. is revised to read: 12' M I N. r Sign Installation (Behind Traffic Barrier Section), Delete dimensions - 6' TO 12' MIN. and 6' MIN. Sign with Supplemental Plaque Installation (Fill Section), dimension, 6' TO 12' MIN. is revised to read: 12' MIN. Sign Installation (Ditch Section), dimension, 6' TO 12' MIN. is revised to read: 12' MIN. Delete dimension - 6' MIN. L K-80.30 In the NARROW BASE, END view, the reference to Std. Plan C-8e is revised to Std. Plan K-80.35 r- M-11 .10 L Layout, dimension (from stop bar to "X"), was - 23' is revised to read; 24' M-20.30 Sheet 2, Plan View, One-Way Roadway Recessed Pavement Marker Details, ONE WAY TRAFFIC arrow symbol, is revised to point in the opposite direction (towards the rpm) L 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 L_ date shown in the lower right-hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. F L A-10.10-00 ........8/7/07 A-30.35-00........ 10/12/07 A-50.20-01 ....... 9/22/09 A-10.20-00 ........10/5/07 A-40.00-00........ 8/11/09 A-50.30-00 ....... 11/17/08 A-10.30-00 ........10/5/07 A-40.10-03........ 12/23/14 A-50.40-00 ....... 11/17/08 L A-20.10-00. .......8/31/07 A-40.15-00........ 8/11/09 A-60.10-03 ....... 12/23/14 A-30.10-00 ........11/8/07 A-40.20-03........ 12/23/14 A-60.20-03 ....... 12/23/14 A-40.50-02........ 12/23/14 A-60.30-00 ....... 11/8/07 A-30.30-01 ........6/16/11 A-50.10-00........ 11/17/08 A-60.40-00 ....... 8/31/07 L B-5.20-01 ..........6/16/11 B-30.50-01 ........ 4/26/12 B-75.20-01 ....... 6/10/08 r B-5.40-01 ..........6/16/11 B-30.70-03........ 4/26/12 B-75.50-01 ....... 6/10/08 L B-5.60-01 ..........6/16/11 B-30.80-00........ 6/8/06 B-75.60-0 ......... 6/8/06 B-10.20-01 ........2/7/12 B-30.90-01 ........ 9/20/07 B-80.20-00 ....... 6/8/06 B-10.40-00 ........6/1/06 B-35.20-00........ 6/8/06 B-80.40-00 ....... 6/1/06 L B-10.60-00 ........6/8/06 B-35.40-00........ 6/8/06 B-82.20-00 ....... 6/1/06 Kent Regional Trails Connector/Madfai SP - 150 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L ' B-15.20-01 ........2/7/12 B-40.20-00........ 6/1/06 B-85.10-01 ....... 6/10/08 B-15.40-01 ........2/7/12 B-40.40-01 ........ 6/16/10 B-85.20-00 ....... 6/1/06 B-15.60-01 ........2/7/12 B-45.20-00........ 6/1/06 B-85.30-00 ....... 6/1/06 a B-20.20-02 ........3/16/12 B-45.40-00........ 6/1/06 B-85.40-00 ....... 6/8/06 B-20.40-03 ........3/16/12 B-50.20-00........ 6/1/06 B-85.50-01 ....... 6/10/08 B-20.60-03 ........3/15/12 B-55.20-00........ 6/1/06 B-90.10-00 ....... 6/8/06 B-25.20-01 ........3/15/12 B-60.20-00........ 6/8/06 B-90.20-00 ....... 6/8/06 B-25.60-00 ........6/1/06 B-60.40-00........ 6/1/06 B-90.30-00 ....... 6/8/06 B-30.10-01 ........4/26/12 B-65.20-01 ........ 4/26/12 B-90.40-00 ....... 6/8/06 B-30.20-02 ........4/26/12 B-65.40-00........ 6/1/06 B-90.50-00 ....... 6/8/06 B-30.30-01 ........4/26/12 B-70.20-00........ 6/1/06 B-95.20-01 ....... 2/3/09 B-30.40-01 ........4/26/12 B-70.60-00........ 6/1/06 B-95.40-00 ....... 6/8/06 C-1 ...................6/16/11 C-6................... 5/30/97 C-23.60-03 ....... 6/11/14 C-1 a .................7/14/15 C-6a ................. 10/14/09 C.24.10-01 ........ 6/11/14 C-1 b .................7/14/15 C-6c ................. 1/6/00 C-25.18-05 ....... 7/14/15 , C-1 c..................5/30/97 C-6d ................. 5/30/97 C-25.20-06 ....... 7/14/15 C-1 d .................10/31/03 C-6f.................. 7/25/97 C-25.22-05 ....... 7/14/15 C-2 ...................1/6/00 C-7................... 6/16/11 C-25.26-03 ....... 7/14/15 C-2a .................6/21/06 C-7a ................. 6/16/11 C-25.80-03 ....... 6/11/14 C-2b .................6/21/06 C-8................... 2/10/09 C-40.14-02 ....... 7/2/12 C-2c..................6/21/06 C-8a ................. 7/25/97 C-40.16-02 ....... 7/2/12 C-2d .................6/21/06 C-8b................. 6/27/11 C-40.18-02 ....... 7/2/12 C-2e .................6/21/06 C-8e ................. 2/21/07 C-70.10-01 ....... 6/17/14 C-2f..................3/14/97 C-8f.................. 6/30/04 C-75.10-01 ....... 6/11/14 C-2g .................7/27/01 C-10................. 6/3/10 C-75.20-01 ....... 6/11/14 C-2h .................3/28/97 C-16a ............... 6/3/10 C-75.30-01 ....... 6/11/14 C-2i ..................3/28/97 C-16b ............... 6/3/10 C-80.10-01 ....... 6/11/14 C-2j ..................6/12/98 C-20.10-03........ 7/14/15 C-80.20-01 ....... 6/11/14 C-2k .................7/27/01 C-20.14-03........ 6/11/14 C-80.30-01 ....... 6/11/14 C-2n .................7/27/01 C-20.15-02........ 6/11/14 C-80.40-01 ....... 6/11/14 C-2o .................7/13/01 C-20.18-02........ 6/11/14 C-80.50-00 ....... 4/8/12 C-2p .................10/31/03 C-20.19-02........ 6/11/14 C-85.10-00 ....... 4/8/12 C-3 ...................7/2/12 C-20.40-05........ 7/14/15 C-85.11-00 ....... 4/8/12 C-20.41-01 ........ 7/14/15 C-3a .................10/4/05 C-20.42-05........ 7/14/15 C-85.14-01 ....... 6/11/14 C-3b .................6/27/11 C-20.45.01 ........ 7/2/12 C-85.15-01 ....... 6/30/14 C-3c..................6/27/11 C-22.14-03........ 6/11/14 C-85.16-01 ....... 6/17/14 C-4b .................6/8/06 C-22.16-05........ 7/14/15 C-85-18-01 ....... 6/11/14 C-4e .................10/23/14 C-22.40-04........ 10/23/14 C-85.20-01 ....... 6/11/14 C-22.41-01 ........ 10/23/14 C-4f..................7/2/12 C-22.45-01 ........ 10/23/14 C-90.10-00 ....... 7/3/08 D-2.04-00..........11/10/05 D-2.48-00 ......... 11/10/05 D-3.17-01 ......... 5/17/12 D-2.06-01 ..........1/6/09 D-2.64-01 ......... 1/6/09 D-4 .................. 12/11/98 D-2.08-00..........11/10/05 D-2.66-00 ......... 11/10/05 D-6 .................. 6/19/98 D-2.14-00..........11/10/05 D-2.68-00 ......... 11/10/05 D-10.10-01 ....... 12/2/08 J D-2.16-00..........11/10/05 D-2.80-00 ......... 11/10/05 D-10.15-01 ....... 12/2/08 y D-2.18-00..........11/10/05 D-2.82-00 ......... 11/10/05 D-10.20-00 ....... 7/8/08 D-2.20-00..........11/10/05 D-2.84-00 ......... 11/10/05 D-10.25-00 ....... 7/8/08 J D-2.32-00..........11/10/05 D-2.86-00 ......... 11/10/05 D-10.30-00 ....... 7/8/08 D-2.34-01 ..........1/6/09 D-2.88-00 ......... 11/10/05 D-10.35-00 ....... 7/8/08 D-2.36-03..........6/11/14 D-2.92-00 ......... 11/10/05 D-10.40-01 ....... 12/2/08 D-2.42-00..........11/10/05 D-3.09-00 ......... 5/17/12 D-10.45-01 ....... 12/2/08 D-2.44-00..........11/10/05 D-3.10-01 ......... 5/29/13 D-15.10-01 ....... 12/2/08 D-2.60-00..........11/10/05 D-3.11-03 ......... 6/11/14 D-15.20-02 ....... 6/2/11 D-2.62-00..........11/10/05 D-3.15-02 ......... 6/10/13 D-15.30-01 ....... 12/02/08 D-2.46-01 ..........6/11/14 D-3.16-02 ......... 5/29/13 Kent Regional Trails Connector/Madfai SP - 151 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 r L E-1 ...................2/21/07 E-4,,,........,....... 8/27/03 E-2 ...................5/29/98 E-4a ................. 8/27/03 F L F-10.12-03 ........6/11/14 F-10.62-02 ........ 4/22/14 F-40.15-02........ 6/20/13 F-10.16-00 ........12/20/06 F-10.64-03 ........ 4/22/14 F-40.16-02........ 6/20/13 F-10.18-00 ........6/27/11 F-30.10-03 ........ 6/11/14 F-45.10-01 ........ 6/21/12 L F-10.40-02 ........6/21/12 F-40,12-02 ,,...... 6/20/13 F-80.10-036/11/14 F-10.42-00 ........1/23/07 F-40,14-02 ........ 6/20/13 G-10.10-00........9/20/07 G-24.60-04........ 6/23/15 G-70.20-02 ....... 6/10/13 G-20.10-02 ........6/23/15 G-25.10-04........ 6/10/13 G-70.30-02 ....... 6/10/13 G-22.10-03 ........7/10/15 G-30.10-04........ 6/23/15 G-90.10-01 ....... 5/11/11 r G-24.10-00,.......11/8/07 G-50.10-02........ 6/23/15 G-90.20-03 ,,..... 7/10/15 L G-24.20-01 ........2/7/12 G-60.10-03........ 6/18/15 G-90.30-02 ....... 3/22/13 G-24.30-01 ........2/7/12 G-60.20-02........ 6/18/15 G-90.40-01 ....... 10/14/09 G-24.40-05........6/23/15 G-60.30-02........ 6/18/15 G-95.10-01 ....... 6/2/11 G-24.50-03 ........6/17/14 G-70.10-03........ 6/18/15 G-95.20-02 ....... 6/2/11 G-95.30-02 ....... 6/2/11 H-10.10-00.......7/3/08 H-32.10-00........ 9/20/07 H-70.10-01 ....... 2/7/12 L H-10.15-00.......7/3/08 H-60.1 0-01 ........ 7/3/08 H-70.20-01 ....... 2/16/12 H-30.10-00.......10/12/07 H-60.20-01 ........ 7/3/08 H-70.30-02 ....... 2/7/12 r L 1-10.10-01 .........8/11/09 1-30.20-00......... 9/20/07 1-40.20-00 ........ 9/20/07 1-30.10-02.........3/22/13 1-30.30-01......... 6/10/13 1-50.20-01 ........ 6/10/13 1-30.15-02.........3/22/13 1-30.40-01......... 6/10/13 1-60.10-01 ........ 6/10/13 L 1-30.16-00.........3/22/13 1-30.60-00......... 5/29/13 1-60.20-01 ........ 6/10/13 1-30.17-00.........3/22/13 1-40.10-00.........9/20/07 1-80.10-01 ........ 8/11/09 r- J-26.15-01 ........ 5/17/12 J-40.40-00 ........ 5/20/13 L J-26.20-00 ........ 6/11/14 J-27.10-00 ........ 3/15/12 J-50.10-00 ........ 6/3/11 J-27.15-00 ........ 3/15/12 J-50.11-00 ........ 6/3/11 L J-10..................7/18/97 J-28.10-01 ........ 5/11/11 J-50.12-00 ........ 6/3/11 J-10.10-03....,,...6/3/15 J-28.22-00 ..,..... 8/07/07 J-50.15-00 ........ 6/3/11 J-10.15-01 .........6/11/14 J-28.24-01 ........ 6/3/15 J-50.16-01 ........ 3/22/13 L J-10.16-00.........6/3/15 J-10.17-00.........6/3/15 r J-10.18-00.........6/3/15 J-10.20-00.........6/3/15 L J-10.21-00......,..6/3/15 J-10.22-00.........5/29/13 J-28.26-01 ..,,.... 12/02/08 J-50.20-00 ........ 6/3/11 r J-15.10-01 .........6/11/14 J-28.30-03 ........ 6/11/14 J-50.25-00 ........ 6/3/11 L J-15.15-02.......,.7/10/15 J-28.40-02 ........6/11/14 J-50.30-00 ....,... 6/3/11 J-28.42-01 ........ 6/11/14 J-28.43-00 ........ 6/11/14 L J-60.05-00 ........ 6/16/11 J-28.45-02 ......,, 6/11/14 J-60.11-00 ........ 5/20/13 7 J-20.10-03.........6/30/14 J-28,50-02 ........6/2/11 J-60.12-00 ........ 5/20/13 J-20.11-02.........6/30/14 J-28.60-01 ........6/2/11 J-60.13-00 ........ 6/16/10 L J-20.15-03.........6/30/14 J-28.70-01 ........ 5/11/11 J-60.14-00 ........ 6/16/10 J-20.16-02.........6/30/14 J-29,10-00 ........ 6/27/11 J-75.10-02 .....,.. 7/10/15 F J-20.20-02.........5/20/13 J-29.15-00 ........6/27/11 J-75.20-01 ........ 7/10/15 L J-20.26-01 .........7/12/12 J-29.16-01 ........ 6/20/13 J-75.30-02 ........ 7/10/15 J-30,10-00 ........ 6/18/15 r J-21 .10-04.........6/30/14 J-40.10-03 ........ 5/20/13 J-75.40-01 ........ 6/11/14 L J-75.41-00 ........ 6/11/14 Kent Regional Trails Connector/Madfai SP - 152 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 L J-21 .15-01 .........6/10/13 J-40.20-02 ........ 6/11/14 J-75.45-01 ........ 6/11/14 J-21 .16-01 .........6/10/13 J-40.30-03 ........ 5/20/13 J-90.10-01 ........ 6/27/11 J-21 .17-01 .........6/10/13 J-40.35-01 ........ 5/29/13 J-90.20-01 ........ 6/27/11 J-21 .20-01 .........6/10/13 J-40.36-01 ........ 5/20/13 J-90.21-00 ........ 6/30/14 J-22.15-02.........7/10/15 J-40.37-01 ........ 5/20/13 J-22.16-03.........7/10/15 J-40.38-01 ........ 5/20/13 J-26.10-02.........3/15/12 J-40.39-00 ........ 5/20/13 J K-70.20-00 ........2/15/07 K-80.10-00 ........2/21/07 K-80.20-00 ........12/20/06 K-80.30-00. .......2/21/07 K-80.35-00 ....,...2/21/07 K-80.37-00 ...,,...2/21/07 L-10.10-02.........6/21/12 L-40.10-02 ........ 6/21/12 L-70.10-01 ........ 5/21/08 J L-20.10-03.........7/14/15 L-40.15-01 ........ 6/16/11 L-70.20-01 ........ 5/21/08 L-30.10-02.........6/11/14 L-40.20-02 ........6/21/12 M-1 .20-03 .........6/24/14 M-9,60-00 ......... 2/10/09 M-40.10-03 ....... 6/24/14 ' M-1 .40-02 .........6/3/11 M-11.10-01 ....... 1/30/07 M-40.20-00....... 10/12/07 M-1 .60-02 .........6/3/11 M-15.10-01 ....... 2/6/07 M-40.30-00....... 9/20/07 M-1 .80-03 ...,.....6/3/11 M-17.10-02 ..,.... 7/3/08 M-40.40-00.,..... 9/20/07 M-2.20-03 .........7/10/15 M-20.10-02 ....... 6/3/11 M-40.50-00....... 9/20/07 M-2.21-00 .........7/10/15 M-3.10-03 .........6/3/11 M-20.20-02 ....... 4/20/15 M-40.60-00....... 9/20/07 M-3.20-02 .........6/3/11 M-20.30-03 ....... 4/20/15 M-60.10-01 ....... 6/3/11 M-3.30-03 .........6/3/11 M-20.40-03 ....... 6/24/14 M-60.20-02 ....... 6/27/11 M-3.40-03 .........6/3/11 M-20.50-02 ....... 6/3/11 M-65.10-02 ....... 5/11/11 M-3.50-02 .........6/3/11 M-24.20-02 ....... 4/20/15 M-80.10-01 ....... 6/3/11 M-5.10-02 .........6/3/11 M-24.40-02 ....... 4/20/15 M-80.20-00....... 6/10/08 M-7.50-01 .........1/30/07 M-24.50-00 ....... 6/16/11 M-80.30-00 ....... 6/10/08 M-9.50-02 .........6/24/14 M-24.60-04 ....... 6/24/14 J I J Kent Regional Trails Connector/Madfai SP - 153 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 KENT STANDARD PLANS J 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. STREET 6-35M Expansion and Contraction/Control Joints 6-44M Industrial Cement Concrete Driveway Approach Depressed Sidewalk A 6-73 Typical RPM Lane Markings 6-74 Typical Thermoplastic Lane Markings 6-75M Plastic Crosswalk Markings 6-76M Plastic Arrows, Stop Bars & Only Legend 6-82aM Sign Post Installation Type A 6-96 Service Cabinet, Concrete Base and One Line Diagram 6-97 Traffic Signal Controller Cabinet Base 6-98M Induction Loop Details 6-99M Induction Loop Installation Notes 6-100M Induction Loop Placement _.1 _J J A 1 _J Kent Regional Trails Connector/Madfai A - 1 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 03AOaddv 5£"9 33S'1NIOC 3ZV0 er UM03HO `iVl.TOI T-£1IV13O OUVONVIS AD sds NMvaO tifJ� SS,� NOISNVdX3 3Sft`1V2131V1 SSOIdJJV NYld OMNVJS 3NON 3luJS 03NOM30 tlj� Zsl tld 13NVd 3OIM,£Id31N3J lVld3.LVl 1NVNOAH S3SSONJ NlVM3aIS 3d3HM 'L j S1NIOr 1081N00/N0I10tl2I1N00 1N!X; QNV NOISNVdX3 0 %S'T 39 llVHS Z+ MWE)SS0113 XlVMKIS N9IS30 '9 1N3MlHVd3O1 ON1?133NION3 W�O y { .LNHX aO z LID `lam y '13Sdd0lON ONV IGUO '1S3ftbld NOdf1 a3NIVl90 39 IM MOD V'1N3)I dO A1iJ 3H1 off y,� �0 3 HJV3 HEM a3N911V 39 IIVHS S9Mf1J 1V 31IJ NO 1d3X SI NOLLtlJIl9fld I103 O3AOIdddV aNV IMNIEM ��33�5 ONV SHlVM30IS NI S1N101 NOISNVdX3 'S 3H1A9 a3N9IS 1VNIMHO 3H1'31VJlldfla JINOII1J313 Ntl i 1f181N3Wf1J0O 9NI 13NI9N31V931 V ION SI NVId SIM:910N '313I1JNOJ 9N imod 3210d39 0321If1b32i NOLd.J3dSNI 30V119-efts ONV WIIOd 'v 'S9NIM AVM3Arda 'SINIOd 319NV 11V ONV SNI1f113I192 M 11V lV'1'd 19'J'd W SdWVId VOV d0 S3dOlS 3H1 NIH11M a3JVld 39-LON]]VHS S3JNVN3idnddV HJft5 ')iivmgaIS ltl)I1tlM3O[5❑Ntl II311f19�8 921f1J NI O311tl15NI 39 IIVHS SINIOC NOISNtldX3 T 9N[ON(1011llflS 3Hl d0 30Vld9 3H19NIHJIVW '9NIJtldS,S 1V '9V1S o9'dOd d33a„Z'9VlS„9 WA d33a„S'T'MS„b IdOd 3JVans 1NVISISM-MS V 3af1lJNI 1Sf1W S11WIl , NI M3aIS 3H1 NIHIIM S3JNVN31Nf1ddV Id3H10 ONV d33a„T •Hld3a 9tfIS%SZ A3O1M„b/T 39 IIVHS 1NI0C 10I11NOJ/NOI1JtlIl1NOJ T 511f1VA 318tlJ'S3X08 NO[1JNf1C'5113AOJ 553JJV '8 '(0 11,0-6 NOLLMS NOLLtl3L3103dS'OlS IOOSM HIIM I 33NVWIdOdNOJ NI 39 llVHS IVIN31VW INIOC 01'd13WOlStll3'9Nl3VdS'J'0,ST NOLLAS MUD AVMMITI 1V a3JVld N 1lVHS ONV H1d3O 11fld X A/E 39 01IVI1131VW IN101 NOISNVdX3 'T i '5AVM3AI G IVIJId3WWO3'dOd 41311ft9 :S310N T 910N ONV NO'ddV 3131DNO3 1N3W3J(IlMdOADd ue 33S'1VRI31VW 'S),VM3A['da IVILN3OIS3If'dOd 21311ft9 1NI0C NOISNVdX3 (INV NOI1dV AVM3AMG 31321JNO3 1N3W30„9 NOLLMS SSOId3 NIVM3a 1t9 IS aNV I1311 UnO l H1d3O lifid X„9/E 3sdnOJ d01 „Z aj�+; aoa�cysa 9NIOVAdns O3HSftIIJ„Z „ti K-8 N0IlV3UlJ3dS'(LS 6 ;A, 10OSM I13d DlanNO J, )IlVM3aIS HSINIA3 IHS AVM3AMI %S'T ivnb3(I3AOdddV W JLLSVId lIW 9'Il3d 9NId0011 910E NOI DI'dIa 19AV211 NVNIS303d :1VMaiVW)lVa'd9 aN09 Hld3O llnd ` 1NI0C 10111NOJ/NOLLJVIi1NOJ INIOC NOISNVdX3 j .91,1IV13a „V 11V13O i Z RON 33S'J'0,S'1NIO1 T 310N 33S'J'0,ST IVIb]IVW 10Ii1NO3/NOLLJtlId1NO „Z 1NIO1 NOISNVdX3 Hugo llftd X„8/£ „Z HSINId 3NIHS HSINId 3NIHS _ 1 It 'XVW 151 r 'H1d3O,,b/T SNUL31 H9IH,,£ Mn:) 0121' nOI0N3d'dgd S9SSO'd3 2 W3S \ MIS 3d3HM 9Nf1J d0 3JV3 dWV1S „tl°IIV13(1 33S('dAl) •NOIL'1 USNOJ I13M3S M3N Id03 1NIOC NOISNVdX3 SS \ N3J1f19 ONV Rn:) \ \ „A,TMICI 33S('dX01NIOC r \ \ 10&NOJ/NOLLJVMINOJ (0 11 N3HVM�) „V„11tl13a 33S ('dAl)1NIOC : \ SgrNd HAIM NOISNVdX3 \ \ NlVM3OlS :..... 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TRAFFIC DIRECTION TRAFFIC DIRECTION i LANE LINE SKIP CENTER LINE TYPE 2Y RPM 6' 21' TYPE 1Y RPM 1 B8 08 eB B8 08 B8 88 08 0000000 ❑0 0000 ❑000000 ❑ '�-TYPE SW RPM ❑ 0 0 0 0 0 0130 o o o o o 120 o o o o ❑ 1300000000000000090000 ❑ 00000000000000 ❑o00000 " TYPE 2WRPM 18"-RPM'S EQUALLY SPACED TRAFFIC DIRECTION iI BARRIER LINE DOTTED WIDE LINE I 12' 15' 3' 42' 0 1 �- es es 0000 ❑00000000 00000000000 TYPE 2WRPMTMPEIWRPM TYPE 2W RPM TYPE 1W RPM DROP LANE LINE TRAFFIC DIRECTION �SEPrT EDGE LINE S �7 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT of WAS/y� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT f 0 hP faa THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. y CITY OF KENT (?j ENGINEERING DEPARTMENT A�O� RF�rS 93 KENT TYPICAL RPM LANE � ANAL E� WAN NOWOTON MARKINGS DESIGNED OWH SSE NONE STANDARO PLAN DRAWN BB CHECKED I GATE C��2 J V*NMR V APPROVED 6 i I r d33rm"G ua 03AOSddV I;I ti'L-9 f0oy_yp�—' _UVU 03S103H0 N'dld QWQWJS ` 2NOR�31tl0S s NMYHO Si 43NJIS30 SJNfA2IdNi 3NVl "°`°"'""" � ° £silE icy do 3NIl 3NVI d0a0 OIlShcdONikl3H1 ldOIdJll 1N3� Wda MZ 3du 1N3YUHY430 ONIU33NION3 � z � y � 3NII OI1SVId 311HM�8 Slri3x 30 �ZIoY , ay 0 3NIl a3Ia21tl9 ? ty�TTHSVM �Q�'� �Ig NOLDRI0 OIA"I i7C�'3SQ I� 6 03OVdS AllVflb3 S,Wdd AZ 3dAi-,.8t r ��o r 3NII'd31NUV9 OI1SVld M0113A ATo (dAl),TZ NOI A)JI0 OIddVbl 9NIl 3003 3NII XLSVId M0113A ti0 311HM„t, ` Mil 30IM 031L00 3NIl OI1SVId 311HM A� Wdll MZ 3dkL © e � eo� t 3NIl 3NVI r i ,8 ,9 NOIlAWO OIddVU 3NIl i131N30 dIIS 3NIl OI1SVId 311HM J? 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FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER CROSSWALK 13ARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE CROSSWALK BARS. 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, ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-34. 4. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL PLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT Vjt FR.& AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BYTHE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 0 WA THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 0 CITY OF KENT ENGINEERING DEPARTMENT PLASTIC CROSSWALK MARKINGS 38296 MASNIMOTOM IST DESIGN DWH— _I SCALE NONE STANDARD PLAID OtiDRMN— Be ONAL CHECKED I DATE 6-75M APPROVED— _.. -a3AOdddv 31YO n a�o-aa 11TL��GS ONYIS jr+dra 3 s ae wu i a Wi naa __.m......_ µma._—03 NCISa c Us 'SM08Nv 011SVld LN3P1.L.29Vd3'[[ ONHMH[Ui 3 � � � " co '1Slnblli NOdn CIINIMO J9 AVW Ad00 All l0 kU:)awl dim ,ACl 1V llld NO 9.d1A SI N011bw[I19nd 2IOJ CJlhOliddfi C,Nb'�lINIJNl L�.+'�"�. IIVAG d]Vg dOlS lHl A8 OlNOIS IVNIJINO IHI'RVD ldn(I I 2IJ�-�NO 111 NV ln9 1N]Wn000 JNI'833NIJN3 IV011 H ION SI NV-ld SIHI:11ON 7VIYDIVW DUSV d]IV Ol CIlOCIV 19 l'l'dHS W-b NOIJ-DdS'SnldS 0?I'VON'd1S IOCISM'dld)SGVl9 SSVd D 'Z J.lbd.LNOn lHl NI "b3-6 (AIJIDUS SV,,��-AZT llgVRIVA HiDNll NOIl'dn'IllnldS C V(INViS lOOSM RUM IONVGd0D:)V NI(INV J-DV&NOl IH.L NI CIlIlIOIdS Sd IV 2 DiVW OIlWd 3J_IHM l9 71VHS SnNlMiV'W 17V 'I ;531©N 1.A91 ISE UA1 JARI -ISZ 3dAl ST 3dAl ,1-10 ISE ldAI.JO "I ISZ ldAl d0 c; F h :9VWI dOHIW SI wnlW SI (.LHOI'd)'dS£30,1 t.LH-9I2#)'dSZ ldAd I �r 9 i^ �r Y&a i. ;,x [ ti C �•^a arf QY` ' a,�' P�o49P t u8"tT 91, D l a. a a . _ °J, ,Y a i" ✓, ca ? a,,�„ 2y 00-®Z'08-W NVId C1dVCINb'1S IOGS*h 2Qd l9 I7VHS 1nOA,Vl'd3J1ll .110N „., t i i , E i ATTACH SIGNS 30"AND UNDER WITH 2 DRIVE RIVETS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER I WITH CORNER BOLTS,SEE NOTE 6 1 SEE NOTES 9 AND 10 I SS 0,030 BAND-IT BRACKET OR APPROVED EQUAL a 0 SIGN POST SQUARE 2"x 2", 0 14 GAGE.ALL HOLES 0 PRE-PUNCHED 0 ' ° 3 CORNER BOLT, 0 SEE NOTE 6 0 x FINISHED GRADE 0 5/16"X 1"SS < ° e /i)��i��i i\\� BOLTS WITH i o' 0 SS WASHERS I 1 O �j 0 `---SET FOUNDATION ON 0 UNDISTURBED NATIVE SOIL o OR COMPACTED MATERIAL ° n � SET ANCHOR PLUMB AND 3„ 0 TRUE,SEE NOTE 3 r O CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT } 0 < POURED IN PLACE AROUND STANDARD OR SIGNAL POLE " 0 ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING 6" \ THEANCHOR MIN. f NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE,OR 5. DRIVE RIVETS TO BE TL3806 3/8"DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE T1070M.JAMNUTS TL062 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8"DIAMETER HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS. 3. ANCHOR LENGTH SHALL BE 30",LENGTH MAY BE REDUCED TO - 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B MAY BE S. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE USED;ONLY IF APPROVED BY THE CITY OF KENT.ANCHOR MAINTAINED BY THE PROPERTY OWNERS. --� SHALL HAVE 4 EACH 7/16"DIAMETER HOLES ONE EACH SIDE 2"FROM TOP.FINISH SHALL BE ZINC HOT DIPPED 9. ALUMINUM SIGN BLANK THICKNESS; f - GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B,7 WARNING AND REGULATORY 30"AND UNDER-0.080". III GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" _a EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM 1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 SCHOOL SIGNS-3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN.SQUARE POST SHALL HAVE LEGENDS,SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16"DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH,FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �FFREy AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE IS OE TVAI��fC� ENGINEER CITY OFKENT.ROVED FOR PUBLICATION I S KEPT ON FILEAT A COPY MAY BE OBTAINED UPON REQUEST THE I CO2 ►- x CITY OF KENT U ENGINEERING DEPARTMENT � ' SIGN POST INSTALLATION 38296 w4 GNT TYPE A a 00 DESIGNED_�O_x �S`s1)NAL F'��tti DRAWN COK SCALE NONE STANDARD PLAN CHECKED DATE 06.01.2015 p ry a'I ~ APPROVED + v L IYI i I COMPONENT SCHEDULE J O METERBASE: 100 AMP(150 AMP IF NEEDED),4 JAW SAFETY SOCKET,AW#114TB,WITH STH JAW AT 9:00 POSITION(CONTRACTOR TO VERIFY WITH SERVING UTILITY). O PANELBOARD: 120/240 VAC,100 AMP(150 AMP IF NEEDED),1 PHASE,3 WIRE,COPPER BUS, 12 CKT 100 AMP MAIN BREAKER,WESTINGHOUSE BAB2100,2 POLE WESTINGHOUSE BAB BOLT-ON BRANCH BREAKERS: -A 4-20/2ILLUMINATION BRANCH; 1-40/1 SIGNAL BRANCH; 1-20/1 GROUND FAULT RECEPTACLE&CONTROL BRANCH. O CONTACTOR: LIGHTING RATED, 30 AMP,4 POLE, 120 VAC COIL,(AS REQUIRED). _ PEI O O PHOTO ELECTRIC CELL: 1800VA,120 VAC,ALR#SST-IES(PER WSDOT SPEC). O PHOTO-CELL BYPASS SWITCH,SPDT, 15 AMP,277 VAC. .J 0 GROUND FAULT RECEPTACLE, 120 VAC,DUPLEX,20A f* CABINET:NEMA 3R,PADMOUNT, 1/8"ALUMINUM CONSTRUCTION,2 SCREENED AND GASKETED VENTS 1 _ Frei DOORS: HEAVY DUTY CONCEALED HINGES(LIFT-OFF TYPE) STAINLESS STEEL VAULT HANDLES, PADLOCKABLE METER DOOR BEST BLUE CONSTRUCTION LOCK ON DISTRIBUTION DOOR w POLISHED WIRE GLASS WINDOW IN METER DOOR CLOSED CELL NEOPRENE GASKET,CARD HOLDER FINISH: POLYESTER POWDER COAT,NONE OUTSIDE,WHITE INSIDE 2 z ® o- 120/240 VAC 5 ® M 1° 3W A 6 METER PHOTO 3 BASE E CE RIC 6" I f� I 2 0 1 � 0.17' MAIN 24" 16" CONTROL F SIG06 NAL SERVICE CABINET r-� L — J TEST SKYLINE CABINET SERIES 47700-KM-100 OR APPROVED EQUAL BY ' LTG SWITCH TESCOR BROWNFIELD. �-I- GROUND FAULT METERING SECTION CLEARANCES&EQUIPMENT PER PSE&EUSERC L J RECEPTACLE UL LISTED PER STANDARD#508 0 SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT ! p p qONT. �CABINET MT FINISHED SIDE SURFACE V. ONE-LINE DIAGRAM m • D. CLASS 3000 P. CONCRETE • �'4' CONDUITS TO BE BASE 28" 20" INSTALLED WITHIN THE CONCRETE PEDESTAL TO CONCRETE BASE SERVE THE CABINETS NETS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT of WA Sy/ '�9 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, cz CITY o RINNGFDEPA�NT cn • SERVICE CABINET, CONCRETE p 21493 0 WA.Ml.NT BASE AND ONE LINE DIAGRAM OF 4�GISTEP� �� DESIGNEp D UN ONAL J F E� DRAWN 80 SCALE NONE STANDARD P CHECKED DATEINCIRM- G A G APPROVED i i II 6'-6" I CONDUITS(TYP.) QUICK OR HILTI-ANCHOR BOLT ASSEMBLY(TYP) 4 — °. d. 4 , 1"(SEE NOTE 4) . 4 . 4 ° O 4 4 - 0 60000 °O 4 a 2 iV ° d a ° 4 O d a a . 4 d 0 O 4 • 4., 4 4 4 4 O 4 ° 4 1/2"WEATHER PROOF CAULK. 4 d , SEAL OUTER EDGES OF a. CABINET AND FOUNDATION. 66' I BOTTOM VIEW OF CABINET i TOP VIEW OF BASE f CONTROLLER DOOR OPENS TOWARD SIDEWALK,UPS DOOR TO RIGHT J CONTROLLER UPS 1"SEPARATION O 2"PVC CONCRETE BASE (CLASS 3000) I d 4 4 CONDUITS, PROTRUDE 1/2" 22"-24"HEIGHT ABOVE ABOVE BASE n 42) 1, .4 ' SIDEWALK OR PAD .. d , ° a 44 4 4' a d. 4 44. d. ° 4 4 d a d a,. ' d .4 , a 4• 6 J NOTES; NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT lO PAINT TOP OF BASE SILVER. OF WASy� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE _ cC h� 'tics Ord ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 20. DRAIN HOLE SHALL NOT BE INSTALLED. w� x O THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, 30 THE TOP OF THE BASE SHALL BE FLAT CITY OF KENT AND LEVEL. ENGINEERING DEPARTMENT 21493 _.! o� 1pF�JSTC�/M �Q 1� . TRAFFIC SIGNAL CONTROLLER 4. TOP OF BASE 1S 1"WIDER THAN O,�F G\�F. %V40"INGTOV CABINET BASE CONTROLLER CABINET ON ALL FOUR TONAL �N SIDES. DESIGNED DWH _ DRAWN 8B SCALE NONE STANDARD PLAN CHECKED T DATE 6-97 APPROVED � � ti _J J STOP BAR WEARING COURSE(TYPICAL FOR SECTIONS A,B&C) CENTER OF LANE LOOP SERIES A #14 TWISTED PAIR WIRE TYPE M +; NUMBER A IMSA 51-3,3 TWISTS PER FOOT TO CONTROLLER � B TO ADDITIONAL LOOPS B 1 0.25"MINIMUM WIDTH SAWCUT -J WHERE APPLICABLE 2C(S)LEAD-IN SECTION A-A B CABLE IMSA 50-2 *AFT *AS `r B LOOP SPLICE °» - LOOP SERIES ( w TYPICAL NUMBER B A A o (TYPICAL) m *BF w U U CONDUIT STUBOUT, a *SS 7 SEE STANDARD PLAN 6-99 LL a o o 1 1 0.50"MINIMUM WIDTH SAWCUT oJUNCTION BOX SECTION B-B i r w S=START j F=FINISH J *=LOOP NUMBER ; j. STOP BAR LOOP WINDING DETAIL ri L 0.50"MINIMUM WIDTH SAWCUT f TO ADDITIONAL LOOPS SECTION C-C WHERE APPLICABLE JUNCTION BOX (ASSUMING TWO LANES OF LOOPS) C *F CENTER OF LANE B SCOTCH 06147 ELECTRICAL C *g MOISTURE SEALANT TAPE A' 2C(S)LEAD-IN -, S B CABLE IMSA 50-2 -TO J A CONTROLLER i A S=START SIDE VIEW END VIEW + #14 TWISTED PAIR WIRE TYPE F=FINISH *=LOOP NUMBER NOTE;CUT IMSA 51-3,3 TWISTS PER FOOT SOLDERLESS,CRIMPED, DRAIN WIRE NON-INSULATED BUTT SPLICE SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT NOTES: AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE J �' 'REY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 1. SEE KENT STANDARD PLAN 6-99 FOR dry 3 WA�kj�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDUIT STUBOUT DETAIL AND G`?� CITY OF KENT INDUCTION LOOP INSTALLATION 0 ENGINEERING DEPARTMENT --_� NOTES. U Z • INDUCTION LOOP 2. 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Contact Transportation neerin for current standard. 25 3/16" A500 STEEL PLATE CUT TO CONFORM TO TUBE. WELD AND GRIND SMOOTH. 1 1/2" 1" DIAMETER HOLE, REMOVE BURRS TWO PLACES 4"x4%1/8" A500 STEEL SQUARE TUBE. iD INSTALL PLUMB, I PAINT: 1 COAT RUSTOLEUM PRIMER #7673 2 COATS RUSTOLEUM #7797 SEMIGLOSS WHITE PAINT FULL LENGTH PRIOR TO PLACEMENT. (SEE NOTE 4) FINISHED GRADE ° LO - COMPACTED EARTH ••° •• 7 1/8" (FOR ALL REBAR) • 36"xl2"xl2" CLASS 3000 CEMENT CONC. BASE #5 GRADE 60 REBAR, 4 PLACES. WELD TO 4"x4" TUBE. • BACK OF CURB ACCESS WIDTH (VARIES) I N + FIXED BOLLARD I • e •� . �� I (SEE NOTE 1) • I REMOVABLE BOLLARD i • ° °' �1 i �� Oo I I • a O 1 1 L,L Lea I 1 2 • Z\c� z a c� '--- _ !D ° • '° ••° • •• z r 0 l•.I Ili W L. • -° L I UVQ I UU� • H •" I I VARIES o m Ell 0 m VARIES I 12" I SEE NOTE I I I SEE NOTE I I 5'-0" 5,_o" J. 0 � I NOTE: TYPICAL PLAN VIEW 1. ADD FIXED BOLLARDS PER STD. DETAIL NO. 6-15 AS REQUIRED FOR WIDER ACCESS ROADS. 2. EVENLY SPACE REMOVABLE BOLLARDS AT 5 FT. ON CENTER WITH THE CENTER BOLLARD AT THE CENTER LINE. CITY OF KENT 3. SPACING SHALL BE MINIMUM 3 FT. AND MAXIMUM 5 FT. ENGINEERING DEPARTMENT (DO NOT INSTALL OUTSIDE BOLLARDS WHEN DISTANCE IS LESS THAN 3 FT. KENT FIXED BOLLARD AND 4. INSTALL A 4"x24" STRIP OF CONSPICUITY SHEETING FULL "'•"'•°*°• BOLLARD PLACEMENT LENGTH IN THE DIRECTION OF TRAVEL. SHEETING SHALL oesIGNED KL. sCA�E NONr; STANDARD oEta� BE 3M BRAND SCOTCHLITE (TM) DIAMOND-SERIES 980 OR DRAWN ftLV APPROVED EQUAL. (SEE PLAN VIEW ON DETAIL 6-15(D)). CHECKED DMJ DATE 6-11-99 _.i APPROVED art,ERG°EER 1 1I I I 1 W LLI > U W Q � H Q O O � w w0 LL ED O 2 y. Lr- Of z z Oco o L6 J ow Qz O � w 1�1 w � z � Un ZLL I Z W F- U LLI w L1J w W U Z 0- O U} 0 pw o Um W O Q z > Q Z J .j L � U) Q ' = a .�w C W o w � I s O F- o z � o U- ~ °° LL z U -jCL � Z OI- � Z � a_j w � = LLU z > m � z � w F- m Qw W zZ 0 rj O 0 0L Q O O z O ch w a = w Q Z z M Z z a co U U u' Q V LL CCo � a L-LLL zz w < Ss.m o 0Wz (� Elf _ � ,iU O � � � z LL CO JQ W L H -J t > O mOO OVQQ pLL ui W_ (D S OU m Z � . z Q O � Ow Z mDO ¢ ~ � � � WLLO Z W J > � � j W Q OOUmeaw Qw -j LL WswadW Wow LLF- O LL w -1 Zw L ` > LL O w O cl ' COOF=- LL F- ZO p co Q � Q � z w = w z 2 CL z r c�i c� .j � UF- � LLI F- � OTZU F- O U65 w O U ' I I i I J _J SUPPORT STRUTS SUPPORT STRUT LENGTH 24'C/C TYP. ) (MEASURE INSIDE HOOK-INSIDE HOOK) (FIELD ADJUST AS REQUIRED) i I ,80" 0.243"0 BLACK WIRE (TYP.) SUPPORT STRUT J VIEW A-A I ,80" E 24'CIC MAX. (AS REQUIRED) 2" 0.-0' � SUPPORT STRUT 4"x4"-W4.0xW4.0 WELDED WIRE FABRIC 18.0`--+ NOTES: ,. FACING TO CONSIST OF PREFABRICATED WWF 4"x 4'-W4.0 x W4.0 FORMS. 2. ALL FORMS AND STRUTS WILL BE FABRICATED WITH BLACK WIRE. I 3. OVERALL LENGTH OF WIRE FORMS IS 10'-0".EFFECTIVE CONSTRUCTED WIDTH IS 9'-8" WITH 4"OVER LAPPING AT ENDS. i BUTT THE END OF VERTICAL BARS BETWEEN FACE 2' PANELS AT -1 J A 4"OVERLAP CENTER i i WELDED WIRE FORM FACING UNIT NOT TO SCALE i i i i J w � U . p � o W i IZJ ZJ JI A ' 1 cl I 04 ZLLLI � W > I j ir 1 N I H Ld I O CL I O H a_ in Of J \� W `` III a_ ofZW pV � a: L� 0 W > W af ZIM OO � _ \\� pZLLJ O —Jv \\\ I ap0 Wa \� 31� 3 `z Z {�. O cn fUUW � W fnt¢im ME I m j cn W A l i SECTION D.3 ESC MEASURES FIGURE D.3.2.E STRAW WATTLES J l (1.2 .2 rn m) i ADJACENT ROLLS SHALL TIGHTLY STRAW ROLLS MUST BE \ ABUT PLACED ALONG SLOPE \ \ CONTOURS t s, 10'-25' (3-8m) SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE ROLL SPACING CAPTURED BEHIND THE ROLLS DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS J i i 3"-5" i (75-125mm) I �..:•.. 8"-10" DIA. —(200-250mm) LNE STAKE 1" x 1° STAKE j STRAW WATTLES NOTES: 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3" x 5" (75-125mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 1/9/2009 2009 Surface Water Design Manual—Appendix D D-20 l i (ry SOILS INFORMATION f r� 0 r� a Kent Regional Trails Connector/Madfai A - 4 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 . � : � � � � Geotechmcm Engineering Services Region*Trail Connector Ken! Washington for City of Ken April S% 2014 � q G W � C Geotechnical Engineering Services Regional Trail Connector Kent, Washington for City of Kent April 30, 2014 GMENGINEERS� 1101 South Fawcett Avenue, Suite 200 Tacoma,Washington 98402 253.383.4940 i 11 Geotechnical Engineering Services Regional Tyall Connector Kent, Washloington File No. 0410-186-00 April 30, 2014 Prepared for: City of Kent 220 Fourth Avenue South Kent, Washington 98032-5895 Attention: Nick Florn Prepared by: GeoEngincers, Inc. 1.101 South Fawcett Avenue,Suite 200 Tacoma,Washington 98402 253.383,4940 zper Lyle J. Stone, PE Senior Geotechnical Engineer ONT A '4 Garry H.SqUires, PE-L'G, LEG Principal Olsvialiller Allyaler3rold0follo, Copy of tile Odgimil docilmeilL(amall,text,table, only a copy of the orifil nal oomin)(41t.I lit)Orlisillal doctinle lit Is,'Jorw1byGeoI'llgillem,III U.and Ml I solve a,it ie off at d(jou ment III record, Copyriglittt)2014 byGvar.iifJiwers,hicAl rIghtsitneived. GMENGINEERS r L. r Table of Contents 1.0 INTRODUCTION.................................................................................................................................1 !- 2.0 SCOPE................................................................................................................................................1 L. 3.0 SITE CONDITIONS.............................................................................................................................2 3.1. Geologic Setting.............................................................................................. 3.2. Surface Conditions........................................................................................................................3 3.3. Subsurface Conditions and Site Soils......................... ....3 r'............................................................. 3.3.1. Subsurface Explorations...................................................................................................3 �- 3.3.2. Site Soils............................................................................................................................3 3.3.3. Groundwater................... r L.. 4.0 CONCLUSIONS AND RECOMMENDATIONS.....................................................................................3 4.1. General..........................................................................................................................................3 4.2. Earthwork......................................................................................................................................4 L. 4.2.1. Preloading and Surcharging..............................................................................................4 4.2.2. Temporary Slopes..............................................................................................................4 4.2.3. Structural Fill......................................................................................................................5 L 4.3. Seismic Considerations................................................................................................................6 4.3.1. Seismic Design Values.................. 4.3.2. Liquefaction.................................................................................................................. ....6 L 4.4. Bridge Foundations.......................................................................................................................7 r" 4.4.1. Foundation Bearing Surface Preparation ........................................................................7 4.4.2. Design Bearing Pressures................ 4.4.3. Settlement.........................................................................................................................7 4.4.4. Lateral Load on Abutments...............................................................................................8 L. 4.4.5. Lateral Resistance.............................................................................................................8 4.5. Signal Pole Foundations...............................................................................................................8 4.6. Mechanically Stabilized Earth Walls............................................................................................9 L 4.6.1. General Recommendations and Global Stability.............................................................9 4.6.2. Design Soil Parameters.....................................................................................................9 r 4.7. Preliminary Pin-Pile Design Parameters....................................................................................10 L. 5.0 LIMITATIONS..................................................................................................................................10 L-. LIST OF FIGURES r Figure 1.Vicinity Map L Figure 2.Site Plan APPENDICES r` Appendix A. Subsurface Explorations and Laboratory Testing L Figure A-1 - Key to Exploration Logs r Figures A-2 through A-4 - Log of Borings L Appendix B. Report Limitations and Guidelines for Use F. L GWENGINEERS� Apri130,2014 Page i F Fife Na.0410-186-00 L REGIONALTRAIL CONNECTOR Kent,Washington _a J 1.0 INTRODUCTION This report presents our geotechnical analysis and recommendations in support of the proposed Regional Trail Connector project in Kent, Washington. The project will connect the Interurban Trail to the east with the Green River Natural Resource Area at 64th Avenue South,to the west. A vicinity map and site plan are provided as Figures 1 and 2, respectively. The project includes building a footbridge over Mill Creek,west of the Interurban Trail. The bridge is envisioned as a single-span precast reinforced concrete deck supported on shallow foundations. The east abutment of the bridge will be located near the existing Interurban Trail. The west abutment will be located in a currently vacant field. An approach fill about 8 feet high will be required at the west abutment. The elevation of the bridge is set based on the anticipated 100-year flood elevation in Mill Creek. We understand the abutments will each support a dead and live load of 190 and 29 kips, respectively. About half of the dead load is the weight of the abutments most of the remaining dead load is the weight of the bridge deck. The trail will be located on the south side of the Mill Creek Diversion Channel between 64th Avenue South and 72nd Avenue South. Retaining walls may be required to achieve the trail grade through this area. The walls will retain small cuts less than 3 feet,and fills that could be on the order of 5 to 7 feet tall. The fill walls will be located about mid-slope on the bank of the channel. Based on information provided by the City of Kent,the bank of the channel is about 10 feet high. The fill walls -� will be required in multiple discrete locations where Fish Cover Dugouts have been excavated into the south side of the channel. The trail will also cross 68th Avenue South. New traffic signal poles are proposed for cross walk signals. The signal poles will be supported on drilled shaft foundations. We understand that the drilled shaft foundations will be designed using Washington State Department of Transportation 1 (WSDOT)standard plans, if possible. We understand that for a section of the trail east of 72nd Avenue South, the trail will consist of a timber boardwalk constructed near a wetland area. The boardwalk will be supported on contractor or supplier designed pin-pile foundations. 2.0 SCOPE Our scope of services for this project includes the following tasks: 1. Review existing soil and groundwater information, including select in-house reports and published geologic maps. 2. Conduct a site visit and geologic reconnaissance of the proposed trail area between 64th Avenue South and 72nd Avenue South. We observed surface conditions. During this site visit we also coordinated exploration locations, access and reviewed site safety issues for the bridge explorations. GMENGINEER� April 30,2014 Page 1 File No.04]0-186-00 l r REGIONAL TRAIL CONNECTOR Kent,Washington L_ r' 3. Coordinate clearance and location of existing underground utilities in the project area. We L contacted the Washington Utilities Coordinating Council "One Call" service prior to beginning explorations. r- 4. Drill two borings to depths of 21 feet below ground surface(bgs)using hollow-stem auger drilling techniques. One boring was located at each proposed abutment location. r 5. Perform laboratory analysis of select soil samples. Our laboratory program consisted of �- 7 percent fines determinations. r 6. Provide seismic design parameters in accordance with American Association of State Highway L and Transportation Officials (AASHTO). We discuss the potential for liquefaction and provide settlement estimates as appropriate. r- 7. Provide recommendations for shallow foundations for the proposed bridge and mechanically L stabilized earth (MSE) walls. We discuss bearing surface preparation and requirements for overexcavation of unsuitable material. We also provide design criteria, including allowable soil r bearing pressures,settlement estimates, and allowable lateral resistance values for the design L. of foundations. 8. Complete a brief evaluation of the effect of shallow bridge foundations bearing near the slopes. L We provided reduced allowable bearing pressures based on the adjacent slope. r" 9. Provide recommendations for the design of MSE retaining walls. We provide design soil parameters in accordance with WSDOT guidance for contractor designed MSE walls. 10. Complete a limited slope stability evaluation of MSE walls to be constructed on the channel bank. We provide recommendations for wall bearing support on or adjacent to the channel bank and L recommended minimum reinforcement lengths required for global stability. r- 11. Provide recommendations for site earthwork. We provide recommendations for imported fill, reuse of on-site soil, as appropriate, and fill compaction requirements. L During the design phase of the project,our scope was expanded to include the following items: F L- 12. Drill a third boring at the intersection of the proposed trail connector and 68th Avenue South. 13. Provide design recommendations for signal poles at the intersection of the proposed trail r connector and 68th Avenue South. Design recommendations are based on WSDOT standard L plans. f 14. Provide design recommendations for the design of pin-pile foundations. L F 3.0 SITE CONDITIONS L 3.1. Geologic Setting r— The site is located on the east side of the Green River Valley. The Geologic Map of King County L Washington (Booth, et al., 2004) maps the soils at the site as Alluvium (Qal). These soils are described as "Moderately well sorted deposits of cobble gravel, pebbly sand, and sandy silt along flood plain of Green River". L r, L Page 2 April 30,2014 GeoEngineers,Inc. I" Fite No.04 30-186-00 L } REGIONALTRAIL CONNECTOR Kent,Washington --1 3.2. Surface Conditions The site of the proposed bridge is located to the west of the Interurban Trail between South 212th Street and South 228th Street. To the west of the site is an open, grassy field in an industrial area surrounded by warehouses and office buildings. To the east of the site is a drainage ditch and the Union Pacific Railroad (UPRR), which extends in the north-south direction adjacent to the Interurban Trail. The proposed connector will extend east-west to the south of Mill Creek Diversion Channel. The proposed connector will be surrounded by warehouses and office buildings between South 217th Street and South 220th Street and intersect 68th Avenue South. J 3.3. Subsurface Conditions and Site Soils 3.3.1.Subsurface Explorations Subsurface conditions at the proposed bridge abutments and the intersection of the trail connector and 68th Avenue South were explored by drilling three geotechnical borings using hollow-stem auger techniques. The approximate location of each exploration is shown in Figure 2. More detail regarding our subsurface exploration program is included in Appendix A with summary logs of the explorations. 3.3.2.Site Solis All the soils observed in our explorations consisted of interbedded silts and fine to medium sands. We interpreted this as alluvium. The observed soil conditions are consistent with our experience in the area. In borings B-1 and B-2, near the proposed Mill Creek Footbridge, we observed brown slit with sand J and silty sand from the ground surface to a depth of approximately 5 feet. These soils are soft or loose. From a depth of approximately 5 feet to the bottom of the borings,we observed interbedded gray silt with sand and sand with silt and silty sand. These soils are classified as soft to stiff or loose -' to medium dense. In boring B-3, near the intersection of the proposed trail connector and 68th Avenue South, we observed soft brown silt with sand from the ground surface to a depth of approximately 8 feet. From a depth of approximately 8 feet to the bottom of the boring,we loose silty sand and sand with silt. 3.3.3.Groundwater Groundwater was observed between 5 and 10 feet bgs in our explorations. We anticipate that _a groundwater will vary with precipitation, season, and the level of water in the adjacent creeks. We recommend that a range of groundwater levels be considered for design purposes. The upper end of the range of groundwater levels should be at, or even above, the current ground surface. The A lower end of the range should be at about the bottom of the adjacent creeks. 4.0 CONCLUSIONS AND RECOMMENDATIONS J 4.1. General The trail is located in the Kent Green River Valley. The alluvium in the valley is typically soft and compressible, which can lead to settlement of structures and other site improvements. We _I GEoENGINEER Apd[30,2014 Page3 File No.0410-166-DO r REGIONAL TRAIL CONNECTOR Kent,Washington L.. r understand that the proposed structures associated with the trail are non-critical infrastructure that can be closed temporarily for maintenance or repairs should they be required. I- In our opinion,the general approach should be to design and construct robust and flexible structures �. that can tolerate moderate total and differential settlements. It will likely be more cost effective to address settlement as it occurs than it will be to attempt to limit settlement. 4.2. Earthwork r 4.2.1.Preloading and Surcharging l_. The fill proposed for abutment approaches will induce settlement of the underlying soils near the bridge abutments. This is discussed in more detail in Section 4.4.3 "Settlement." L We recommend that the approach fills be preloaded and allowed to settle before the bridge deck or other settlement sensitive structures are constructed and before final grades are established. r Preloading can occur with the abutment in place provided that anticipated settlements are within l� the tolerances of the abutment. We recommend that preload fills be overbuilt by at least 1 foot to surcharge the underlying soil. i_ If the abutments cannot tolerate the anticipated settlements, the embankment fill must be placed and allowed to settle before the abutment is constructed. The embankment fill should also be used to preload the abutment footing subgrade. The full height of the preload should extend at least 2 feet L beyond the proposed footing. Temporary retaining structures such as ecology block walls will be required to contain the fill during the preload period. The configuration of the preload must be designed to maintain the temporary stability of the adjacent slope. Settlement monitoring points must be established on the fill and on the abutment, if constructed r before the preload. We recommend the monitoring points be measured from a benchmark at least L 50 feet away from the abutment and any new fill placement. Settlement readings should be taken at least two times a week. We should review the data so we can estimate when most of the settlement is complete and advise when the construction can proceed. L Based on our experience in the Kent Green River Valley,we anticipate that the time required for most r of the settlement to occur will be on the order of four to six weeks. This time can vary;therefore,the L preload period must be based on settlement measurements. r- We recommend that the fill used for the preload and surcharge consist of the same material used i- for the embankment fill. 4.2.2.Temporary Slopes �. Excavations will need to be sloped or the sides will likely cave. Excavations deeper than 4 feet must be shored or laid back at a stable slope if workers are required to enter. Shoring and temporary L slope inclinations must conform to the provisions of Title 296 Washington Administrative Code (WAC), Part N, "Excavation, Trenching and Shoring." Regardless of the soil type encountered in the r excavation, shoring, trench boxes or sloped sidewalls will be required under Washington Industrial L Safety and Health Act (WISHA) if the excavation is deeper than 4 feet. The contract documents should specify that the contractor is responsible for selecting excavation and dewatering methods, r L Page 4 April 30,2014 GeoEngineers,Inc. r File No.0410-166-00 REGIONALTRAIL CONNECTOR Kent,Washington _1 -j monitoring the excavations for safety and providing shoring, as required, to protect personnel and structures. In general,temporary cut slopes should be inclined no steeper than about 1-1/2H:1V(Horizontal to Vertical). This guideline assumes that all surface loads are kept at a minimum distance of at least one-half the depth of the cut away from the top of the slope and that significant seepage is not 1 present on the slope face. Flatter cut slopes will be necessary where significant seepage occurs. Some sloughing and raveling of the cut slopes should be expected. Temporary covering with heavy plastic sheeting should be used to protect slopes during periods of wet weather. .a We anticipate that groundwater handling needs will generally be lower during the late summer and early fall months. We anticipate that shallow perched groundwater, if encountered,can be handled adequately with sumps, pumps, and/or diversion ditches,as necessary. Ultimately,we recommend that the contractor performing the work be made responsible for controlling and collecting groundwater encountered. _J 4.2.3.Structural Fill 4.2.3.1.SUBGRADE PREPARATION J Fill subgrades should be thoroughly compacted with heavy, vibratory equipment then proof rolled with a loaded dump truck or similar heavy rubber-tired construction equipment to identify soft, loose or unsuitable areas. The proof rolling should be conducted prior to placing fill or base course materials. In areas where the subgrade is soft or yielding, overexcavation and replacement of soft or yielding soil or subgrade amendment may be required. Where soft silt subgrade soils are present and no existing utilities are located below the subgrade, the subgrade may be amended by pushing or tamping quarry spalls into the soft subgrade to provide a firm surface. Quarry spalls should conform to WSDOT Standard Specification 9-13.6 "Quarry _J Spalls" and should be placed in lifts about one spall or rock thick. This method can raise the subgrade as soft material is displaced. Accordingly, some overexcavation prior to placing quarry spalls may be required to maintain subgrade elevation. 4.2.3.2.FILL COMPACTION Fill soils should be compacted at a moisture content near optimum. The optimum moisture content varies with the soil gradation and should be evaluated during construction. Clayey soils and other } fine-grained soils may be difficult or impossible to compact during persistent wet weather conditions. We recommend that all fill placed within the structure footprints or proposed trail sections, be compacted to at least 95 percent of the maximum dry density (MDD) as determined by ASTM International(ASTM)Test Method D 1557. Fill and backfill material should be placed in uniform, horizontal lifts and uniformly densified with J vibratory compaction equipment. The maximum lift thickness will vary depending on the material and compaction equipment used, but should generally not exceed 10 inches in thickness. 4.2.3.3.FILL MATERIALS The on-site soil may be considered for use as structural fill, provided that it is properly moisture- conditioned and compacted to a dense non-yielding condition. The on-site soil contains a high J GEOENGINEER Apri130,2014 Page5 File No.0410486M J F-, REGIONAL TRAIL CONNECTOR Kent,Washington L; percentage of fines(silt and clay-sized particles passing the U.S.Standard No. 200 sieve). Material L with a significant amount of fines is very sensitive to small changes in moisture content and may be difficult, if not impossible, to work and compact if above the optimum moisture content for compaction. The in-place moisture content of the on-site soil is high (30 percent and above) and in our opinion likely well above optimum moisture content for compaction. Accordingly,the on-site soil r may only be suitable for use as structural fill if it can be dried before placing and compacting. If imported fill is needed, we recommend using fill consisting of well-graded sand and gravel or crushed rock with a maximum particle size of 6 inches and less than 5 percent fines by weight based on the minus 3/4-inch fraction. Organic matter, debris or other deleterious material must not be present. In our opinion, material conforming to WSDOT Standard Specifications 9-03.9(Aggregates r for Ballast and Crushed Surfacing), 9-03.10 (Aggregate for Gravel Base) and 9-03.14 (Borrow) is suitable for use as imported fill material, with the exception that the fines content should be 5 percent or less. In addition, some larger particle sizes are acceptable, as described above. If prolonged dry weather prevails during the earthwork phase of construction,a somewhat higher fines content may be acceptable. L: Where subgrades are wet or where there is uncontrolled groundwater or surface water, this water r can quickly saturate structural fill before it can be compacted. In these areas we recommend that L structural fill consist of a large angular gravel with few fines. In our opinion, material conforming to WSDOT Standard Specifications 9-03.9(2) (Permeable Ballast) is suitable for placement on L. saturated subgrades. F- 4.3. Seismic Considerations L✓ 4.3.1.Seismic Design Values F` Based on subsurface conditions encountered in our explorations and our understanding of the L: geologic conditions in the site vicinity, the site may be characterized as Class D in accordance with the 2012 AASHTO Load and Resistance Factor Design(LRFD) Bridge Design Specifications(AASHTO LRFD). Seismic design forthe bridge may be performed usingthe procedures outlined in the AASHTO L LRFD using the parameters provided in Table 1, below. TABLE 1. DESIGN PARAMETERS L Design Spectra Site Coefficients(Site Class D) Design Response Spectra PGA=0.427g FPGA=1.073 As=0.458g r Ss=0.954g Fa=1.118 Sos= 1.067g L. S1=0.318g F =1.073 Sol=0.5619 F- 4.3.2.Liquefaction L Liquefaction refers to a condition where vibration or shaking of the ground, usually from earthquake r forces, results in development of excess pore pressures in saturated soils and subsequent loss of L strength in the deposit of soil so affected. In general,soils that are susceptible to liquefaction include loose to medium dense"clean"to silty sands and non-plastic silts that are below the water table. In our opinion,the potential for liquefaction at this site is high. F, L.. Page 6 April 30,2014 Geolingineers,Inc. r Fite No.0410-186.00 L REGIONAL TRAIL CONNECTOR Kent,Washington -J Based on our explorations and our experience in the Kent Green River Valley, we anticipate that liquefaction during a moderate to severe earthquake could result in settlement at ground surface on the order of 1 to 6 inches. Because of the unpredictable nature of earthquakes and variability of on- site soil conditions,differential settlement under earthquake conditions could be similar to the total settlement. We understand that the City of Kent is aware of the potential liquefaction settlement and has decided that it is an acceptable risk for the proposed use and location of this bridge. The design approach for the bridge is to construct a single-span bridge that can be re-leveled or repaired after an extreme seismic event. 4.4. Bridge Foundations 4.4.1.Foundation Bearing Surface Preparation The bridge foundation bearing surfaces will be between Elevations 25 and 27 feet. Based on our explorations,the soil at subgrade elevation should consist of soft to medium stiff silt. In our opinion this is not suitable for a foundation bearing surface. A firm foundation bearing surface must be established for the bridge footings. We recommend that bridge footings bear on a pad of structural fill at least 1 footthick. This structural fill pad must be placed on a firm and unyielding subgrade. We recommend that the method described in Section 4.2.3.1 "Subgrade Preparation," where quarry spalls are pushed into the soil, is used to establish a firm subgrade. 4.4.2.Design Bearing Pressures - We have provided design bearing pressures for 6-,8-and 10-foot wide footings in Table 2. All values are based on a minimum embedment of 3 feet and a horizontal setback of 10 feet from the face of the adjacent creek slope. TABLE 2. BRIDGE FOUNDATIONS BEARING RESISTANCES Footing Width Ultimate Bearing Strength Limit State Resistance(psf) Bearing(psf) 6 4,300 1,940 8 4,600 2,070 10 4,900 2,210 4.4.3.Settlement Settlement of the site soils will occur after every major application of load. In the case of the west abutment, we anticipate that significant settlement will occur; after the foundation is constructed, after the embankment approach is placed, and after the bridge deck is placed. i One option for the construction sequence is to first construct the concrete abutments but to not finish constructing the bridge girder seats (the upper portion of the abutment where the bridge girders are set). The approach fill is then placed and construction is paused until the fill and abutment settle as a result of consolidation of the underlying compressible alluvium. After most of GEOENGINEERS April 30,2014 Page 7 Fite W 0410-186-00 r REGIONAL TRAIL CONNECTOR Kent,Washington r the anticipated settlement has occurred, the bridge girder seats can be finished to the design L elevation and the bridge deck can be constructed. r We estimate that consolidation settlement after the abutment is constructed and after the approach L.. fill is placed, could be on the order of 4 to 8 inches. If the bridge girder seats cannot be re-leveled after this amount of settlement, the area should be preloaded with soil fill before the abutment is r constructed.We anticipateanticipate that settlement induced by the weight of the bridge deck after the upper portion of the r abutment is constructed will be on the order of 1 to 2 inches. The east abutment requires less fill for the approach (about 2 feet). We anticipate that most of the r— settlement at the east abutment will occur after the bridge deck is constructed. We anticipate that L. differential settlement between the two bridge abutments resulting from the load of the bridge deck will be on the order of 1 inch, or about half of the total settlement. L. 4.4.4.Lateral Load on Abutments The approach fills will apply an active lateral soil load on the bridge abutments. We recommend that L this load be estimated using an equivalent fluid density of 31 pounds per cubic foot (pcf). This is based on imported structural fill placed and compacted as recommended with the exception that fill r placed within 2 feet of the wall should be compacted by hand-operated equipment to a density of L 90 percent of the MDD. A traffic surcharge can be approximated by the equivalent weight of an additional 2 feet of backfill behind the wall. F L_ The pressures provided assume that wall drainage is included. If the embankment fill is saturated, for example during periods of high water in the creek, the soil pressure can be reduced to an F equivalent fluid pressure of 16 pcf, but the hydrostatic pressure (62.4 pcf) must be added to the L. total pressure. 4.4.5.Lateral Resistance The bridge foundations can provide lateral resistance through a combination of frictional resistance, which can develop on the base of footings and slabs, and passive resistance,which can develop on r the face of below-grade elements of the structure as these elements tend to move into the soil. For footings founded in accordance with our recommendations and cast directly on the subgrade, the allowable frictional resistance may be computed assuming an ultimate coefficient of friction of 0.72 applied to vertical dead-load forces. A resistance factor of 0.8 should be applied to this value. L The ultimate passive resistance on the face of footings,grade beams or other embedded foundation F` elements may be computed using an equivalent fluid density of 350 pcf for undisturbed on-site soils L or structural fill extending out from the face of the foundation element a distance at least equal to r two and one-half times the depth of the element. A resistance factor of 0.5 should be applied to this value. L- 4.5. Signal Pole Foundations F L_ Signal poles will be constructed where the trail crosses 68th Avenue South. We recommend that signal pole foundations be designed using an allowable lateral bearing pressures of 750 pounds per L Page 8 April 30,2014 GeoEngineers,Inc. r- File No.0410-186-00 iw. REGIONAL TRAIL CONNECTOR Kent,Washington J square foot (psf). If standard plans are not available for this allowable lateral bearing pressure, signal poles can be designed using the values in Table 3 below and the methods described in the WSDOT Geotechnical Design Manual Chapter 17 "Foundation Design for Signals, Signs, Noise Barriers, Culverts,and Buildings". TABLE 3. SIGNAL POLE FOUNDATION DESIGN PARAMETERS Friction Active Earth Passive Earth Elevation Range Unit Weight Angle Pressure Pressure Coefficient(Ka) Coefficient(Kp) Ground Surface to 110 pcf 28 0.32 5.2 Elevation 23 feet Elevation 23 feet to 20 feet 47.6 pcf 28 0.32 5.2 Elevation 20 feet to 10 feet 57.6 pcf 30 0.30 6.1 Elevation 10 feet and below 57.6 pcf 32 0.27 7.4 4.6. Mechanically Stabilized Earth Walls 4.6.1.General Recommendations and Global Stability MSE retaining walls will be constructed on the north side of the trail between 64th Avenue South and 72nd Avenue South. The walls will be used to re-establish grade where fish dugouts were cut into the south bank of the Mill Creek. Plans provided by the City of Kent indicate that each of the dugouts are about 20 feet wide and have 2H:1V slopes. The dugouts are irregular. MSE wall layouts will likely need to be adjusted in the field. We expect there to be some erosion of the river bank and settlement of the walls over time. Accordingly, we recommend that SEWs use a flexible facing such as steel grids or wire baskets that can withstand differential settlements and some undercutting. We recommend that the wall facing be embedded a minimum of 2 feet below surrounding grades. Based on the site geometry and our experience,we recommend that reinforcing grid have a minimum length of 4 feet or equal to the full height of the wall,whichever is greater. The full height of the wall must be taken as the vertical distance from the base of the wall, including the embedded portion of the wall,to the top of the wall. The length of the reinforcing grid can be measured from the face of the wall. 4.6.2.Design Soil Parameters Reinforced fill in MSE walls must consist of a free-draining granular soil compacted to at least 95 percent of MDD (ASTM D 1557 test method). We recommend using a fill conforming to WSDOT Standard Specifications 9-03.12(2)(Gravel Backfill for Walls). If fill must be placed on wet subgrades or below water we recommend that fill conforming to WSDOT Standard Specifications 9-03.9(2) (Permeable Ballast) be used. We recommend using the soil parameters in Table 4 for design of MSE retaining walls. _J GMENGINEER� Apri130,2014 Page9 File No.0410.186.00 r' REGIONAL TRAIL CONNECTOR Kent,Washington L_ TABLE 4. DESIGN SOIL PARAMETERS FOR MSE WALLS L: Material Type Soil Unit Weight Soil Friction Angle Cohesion Gravel Backfill for Walls 130 pcf 38 degrees 0 Permeable Ballast 130 pcf 42 degrees 0 r" Alluvium(Anticipated Subgrade Soil) 115 pcf 30 degrees 0 MSE walls must be constructed on firm and unyielding subgrades prepared in accordance with our recommendations for fill subgrades. MSE walls constructed as recommended can be designed with L an allowable soil bearing pressure of 2,500 psf. r 4.7. Preliminary Pin-Pile Design Parameters We understand that the boardwalk section of the trail will be supported on a contractor or supplier designed pin-pile foundation system. We do not have subsurface explorations in the area of the r proposed boardwalk. However, based on our understanding of local geology and the subsurface L conditions observed in our explorations, we anticipate that the soil in this area should consist of alluvium similar to that observed in borings B-1 and B-2. r We recommend that the preliminary pin-pile foundation design be based on an assumed subsurface profile consisting of a 2-foot thick loose topsoil layer over alluvium. Our recommended preliminary r design parameters are provided in Table 5, below. Groundwater was observed at 5 to 10 feet bgs in L our explorations. We recommend that, for design, groundwater be assumed to be at the ground surface. r L TABLE 5. PRELIMINARY PIN-PILE DESIGN PARAMETERS Depth(ft) Description Total Unit Weight Friction Angle Cohesion 0-2 Topsoil 100 pcf 20 0 2-20 Alluvium (Silt or Sandy Silt, non-plastic) 110 pcf 28 0 r L These design parameters are preliminary and must be confirmed in the field by the design engineer. r The design parameters can be confirmed by either performing subsurface explorations(hand augers L or similar),completing a static load test or by monitoring the pin-pile installation. Pin-pile penetration rates can be used to confirm the strength of the soil. If this method of confirmation will be used,the designer of the pin-pile foundation must provide anticipated penetration rates (or refusal criteria) L based on the size of the pin-piles and the equipment used for installation. r 5.0 LIMITATIONS L This report has been prepared for the exclusive use of the City of Kent. This report may be distributed r-- to their authorized agents and regulatory agencies as may be required for the project. L Within the limitations of scope,schedule and budget,our services have been executed in accordance r with generally accepted practices in the field of geotechnical engineering in this area at the time this L report was prepared. The conclusions, recommendations,and opinions presented in this report are r L. Page 10 April 30,2014 GeoEngineers,Inc. r File No.0410-186-00 '1 REGIONAL TRAIL CONNECTOR Kent,Washington based on our professional knowledge,judgment and experience. No warranty or other conditions, express or implied,should be understood. Please refer to Appendix B titled "Report Limitations and Guidelines for Use" for additional information pertaining to use of this report. A _A _.J J J _J _.1 _I J _1 J GEOENGINEERS� Apri130,2014 Pagell File No,0410-186-00 r M ' 4t f y" at 1 X. 14 fill SITE 0 t s 4 "A ✓rt�„.... a�N^ PJ I 4',jai ,'iDr� �su�tter r l� S 2,000 0 2,000 i Peet t Z a1f11,1rt r Notes: 1.The locations of all features shown area approximate. Vicinity ity Delp 2.This drawing is for information purposes.It is intended to assist in showing features discussed in an attached document.GeoEngineers,Inc. cannot guarantee the accuracy and content of electronic files.The master Regional Trail Connector 0 file is stored by GeoEngtneers,Inc.and will serve as the official record of this communication, lent, Washington 3.It is unlawful to copy or reproduce all or any part thereof,whether for personal use or regale,without perrmsskxi Data Sources ESIRI ArcGIS Online Data W N I E E S htt ffe�oto arc,isonlirie.comdma sNVorid To ao tea Figure 1 ./5 � R .� 9" R _ f __ RD Projectiow NAD 1983 UTM Zone 1®N II N C c � c ca { v77LU w � iCC LU d r ' r ie o� m s m � p m 01 2 o m 0. \ LLJ i LLI i IL w� 11 1 � � - . n o i4nmry; Tdd�Z l;�u�42 P"`"API A�1°Y V wur�®IR5 L'�IA€YCih'il4)l f�6h51`�G91�4lC',bi 44 P� �Yl�"W^J f APPENDIX A E,c' ' • ' ' Subsurface Explorations and Laboratory Testing 1 �: a f` REGIONAL TRAIL CONNECTOR Kent,Washington L r' L� APPENDIX A FIELD EXPLORATIONS AND LABORATORY TESTING r? u Three hollow-stem auger borings were completed on February 25, 2014. Subsurface exploration services were provided by BoreTec, Inc. under subcontract to GeoEngineers, Inc. The locations of the borings were determined by pacing from existing site features such as easements and roadways. Elevations are based on topographic data provided by the City of Kent. 7 The locations and elevations of the explorations should be considered approximate. The exploration L locations and other site features are included on the Site Plan, Figure 2. F_ Our field representative obtained samples, classified soils, and maintained a detailed log of each L exploration. The samples were taken with a standard split spoon sampler driven with a cathead and 140 pound safety hammer(Standard Penetration Test,SPT). r L The samples were retained in sealed plastic bags and were returned to our laboratory for further examination and testing. The soils were classified visually in general accordance with the system r described in Figure A-1, which includes a key to the exploration logs. A summary log of each L exploration is included as Figures A-2 through A-4. r- Selected samples were "washed" through the U.S. No. 200 sieve to estimate the relative L percentages of coarse- and fine-grained particles in the soil the percent passing value represents the percentage by weight of the sample finer than the U.S. No. 200 sieve (fines). The tests were r conducted in general accordance with ASTM International (ASTM) D 1140. The test results are L presented on exploration logs at the respective depths. L FF L L r" L r' L r L r L r L GEOENGINEERS April 30,2014 Page A-1 File No.0410-186-00 L SOIL CLASSIFICATION CHANT ADDITIONAL MATERIAL SYMBOLS MAJOR DIVISIONS SYMBOLS TYPICAL SYMBOLS TYPICAL GRAPH LETTER DESCRIPTIONS GRAPH LETTER DESCRIPTIONS CLEAN ° GW GRAVE CR SAND MINTU ES AG Asphalt Concrete GRAVEL GRAVELS ANDrr ...._. ..._ ._,_...........__ I�..rrG„E pR NCB FuaEJ GRAVELLY I ,y Ga � PGDRLY-G8RAG11::C7 da••R�1VEL5, SOILS a 6 GP C.:RnvrL-SANUrIMIXIURrs ,�'� „ r CG Cement Concrete .,. COARSE GRAVELS WITH SILTY GRAVELS.G14AVEL-SAND MORE THAN V a �M -SILT MIXTURES GRAINED Old Crushed Rock/ G ACHONI. FINES Quarry Spalls SOILS ErtAcii6sry ....... .,.... .._.,_,...._, IY9v,'IMNLG ON,NE7. pAPaueCinp4E rrnNUNx a SIEVEInc PlruF.li) a GC. $ANOL CLAY MIXTUY GRAVELS,fRESVFI. TS Topsoil/ Forest Duff/Sod « "..... sw WELL-GRADED SANDS, .".°.° CLEAN SANDS GRAVELLY SANDS MORE THAN 50'6 SANE? `• RETAINED ON No. _ _.,_. _. _._..__ Groundwater Contact 2(a SP EVE AND MtTLE OR NO Fine I SANDY " S.P POORLY-GRADED SANDS, SOILS GRAVELLY SAND Measured groundwater level in _.. ._.___.. W exploration,well,or piezometer MORE VHAN 51Y,. SAN6SMW4T'#�d SM SILTY SANDS.SAND SILT OF C CJAP14f MIXTURES COAcaNG.a FINES Measured free product in well or .. ................_ --_........_. F�AGr,INGCL - plezometer 9IEVL', LaapREcinaEE nMn.ut7 CLAYEY SANDS.SAND-CLAY SIC OF forl_sy MIXTURES Graphic Log Contact INORGANIC SILTS,ROCK MIL FLIGHT CLAYEY SILTS WITH SLIGHT PLASTICITY Distinct contact between soil strata or I ......._.... FLgeologic units INORGANIC CLAYS C}F k CW 70FINE. LLIQ ID LIMITCL MEDIUM PLASTICITY GRAVELLY SILTS AND CLAYS,SANDY CLAY SILTY Approximate location of soil strata GRAINED CLAYS ESS TP'A'rIL CLAYS,LEAN CLAYS.._ change within a geologic soil unit SOILS ORGANIC SILTS AND ORGANIC. OL VLTY CLAYS OF LOW PLASTICITY Material Description Contact MORE THAN"ICJ J I I INORGANIC SILTS.MICACEOUS PASSING NO"0 � � MH IRDIATt7MACEOUS SILTY Distinct contact between soil strata or SIEVE SOILS _. ._ ...___ ._.....__ geologic units SILTS UDUIDUMIT t CH INORGANIC CLAYS OF 1°ilGH AND CLAYS GREATER THAN 50 PLASTICITY _T Approximate location of'soil strata ..._.._ change within a geologic soil unit OH ORGANIC CLAYS AND SII,TS IF MEDIUM TO HIGI°I PLASTICITY HIGHLY ORGANIC SOILS :::P:Tl HEAT,HUMUS,SWAG-nP SOILS WITH HIGH ORGANIC CONTENTS NOTE.: Multiple symbols are used to indicate borderline or dual soil classifications Laboratory/ Meld Tests SamSampler Symbol Descriptions AL Percent fines p Y p AL Atterberg limits ® CA Chemical analysis 2.4-inch I.D.split barrel CP Laboratory compaction test CS Consolidation test Standard Penetration Test(SPT) DS Direct shear HA Hydrometer analysis Shelby tube MC Moisture content MD Moisture content and dry density Piston OC Organic content PM Permeability or hydraulic conductivity Direct-Push PI Plasticity index PP Pocket penetrometer Bulk or grab PPM Parts per million SA Sieve analysis TX Triaxial compression Blowcount is recorded for driven samplers as the number DC unconfined compression VS "Jane shear of blows required to advance sampler 12 inches(or distance noted). See exploration log for hammer weight Sheen Classification and drop. N'S No Visible Sheen A"P"indicates sampler pushed using the weight of the SS Slight Sheen drill rig. MS Moderate Sheen H'S Heavy Sheen NT Not Tested NOTE:The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions. Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made;they are not warranted to be representative of subsurface conditions at other locations or times.. KEY TO EXPLORATION LOGS I N E E R S FIGURE A-1 r Drilled 2/252014 2l25�12014 Depth(ft)Total 21.5 Checked By Logged By JWS Driller BoreTec, Inc. Drillin Method Hollow Stem Auger L- Surface Elevation(ft) 30 Hammer Cathead Drilling EC60 Track Mounted Vertical Datum Data 140(lbs)/30(in)Drop Equipment 17-' Easting(X) System Groundwater L, Northing(Y) Datum Depth to Date Measured Water lftl Elevation ih Notes: See below r* Li FIELD DATA �, m o MATERIAL w T 8 9 J DESCRIPTION a REMARKS O .... y .� m py J U L: 76 y CL N V O N N m O N C lL 0 d' rL U 11,— 0 (7 U 20 O n 0 ML Brown silty fine to medium sand with gravel and organics(medium stiff,wet)(alluvium) r L_ tih 5 18 4 30 %F=63 ML Brown silt with sand(medium stiff,moist) (alluvium) L r ML Gray silt,trace sand(soft,wet)(alluvium) L t� %F=97 10 18 3 °2 63 Groundwater first observed at approximately r 10 feel bgs at the time of drilling L. L �a zz r I _ 15 16 8 3a.b 0 L SP-SM Gray fine to coarse sand with silt(loose,wet) (alluvium) 0 c� N L W z z ML Gray silt with sand(stiff,wet)(alluvium) 0 0 L_ E ^ 20 18 10 4� 43 %F=54 SM Dark gray silty fine to coarse sand(medium dense,wet)(alluvium) L m 0 'a L z c� m Note:See Figure A-1 for explanation of symbols. L s a Log of Boring B-1 r Project: Regional Trail Connector nroject Location: Kent, Washington GEOENGINEER P S � FigureA-2 Project Number: 0410-186-00 Sheet 1 of 1 L $= 1109 Total 21 5 Logged By JWW BoreTec,Inc. Drilling Hollow Stem Auger Drilled 212512014 7125l2014 Depth(ft) Checked By US Driller Method _.� Surface Elevation(ft) 28 Hammer Cathead Drilling EC60 Track Mounted Vertical Datum Data 140(lbs)130(in)Drop Equipment J Easting(X) System Groundwater Depth to Northing(Y) Datum Date Measured Water(ft} Elevation Iftf Notes: See below FIELD DATA m w a MATERIAL o w 2 8 a JE o a DESCRIPTIONtM REMARKS O NM Q., a 3 N0N ??� Gtll 0 C (Y m U � 7 (7 0() U ❑.� ML Brown silt with sand(soft,wet)(alluvium) J .I tih J 5 %F=53 18 3 'aa, 38 roundwater first observed at approximately feet bgs at the time of drilling ML Gray sift with sand(soft,wet)(alluvium) ,y0 ML Gray sift,occasional sand(medium stiff,wet) (alluvium) 10 12 4 F 36 %F=88 %i .y ML Gray silt,occasional sand(medium stiff,wet) (alluvium) N S w 15 18 4 F 41 %F=97 0 a m' w P J z z ML Brown silt with sand and organics(soft,wet) w (alluvium) J o 20 18 2 4 r ML Gray silt(soft,wet)(alluvium) a � m 0 a' A z 0 7 g Note:See Figure A-1 for explanation of symbols. a is Log of Boring B-2 Project: Regional Trail Connector Project Location: Kent,Washington GEOENGINEER FigureA-3 Project Number: 0410-186-00 Sheet 1 of 1 Start End Total 21 5 Logged By JWW Driller BoreTec,Inc. Drilling Hollow Stem Auger L Drilled 2/25/2014 225/2014 Depth(ft) Checked By US Method Surface Elevation(ft) 28 Hammer Cathead Drilling EC60 Track Mounted Vertical Datum Data 140(lbs)!30(in)Drop Equipment ' Easting(X) System Groundwater L Northing(Y) Datum Depth to Date Measured Water Elevation(ft) Notes: Grassy path next to stream and 68th Avenue See below r L' FIELD DATA CL - tr 0 MATERIAL r m 8 DESCRIPTION REMARKS cc w a s IY m U H (9 (7 U 2 U o 1 ML Brown silt with sand(soft,moist)(alluvium) L r., L� by 5 L t2 2 % 39 %F=77 F L. SM Brown silty fine to medium sand(loose,wet) (alluvium) L. 10 18 5 2a b Groundwater first observed at approximately 10 feet bgs at the time of drilling r SP-SM Gray fine to coarse sand with sift(loose,wet) (alluvium) L- F 45 0 L 0 N� 15 18 6 44 0 MC L u u w w z w r E 20 18 8 4 r a r L_ m 0 'a 8 � 8 o L z_ r I Note:See Figure A-1 for explanation of symbols. L 3 Log of Boring B-3 g Project: Regional Trail Connector GOENGINEERS Project Location: Kent,Washington Figure 17, Project Number: 0410-186-00 Sheet 1 of 1 L APPENDIX B ` - '` ' ' ' • Report Limitations and Guidelines for Use J �, a r� REGIONAL TRAIL CONNECTOR Kent,Washington L r L:. APPENDIX B REPORT LIMITATIONS AND GUIDELINES FOR USE1 r tJ This appendix provides information to help you manage your risks with respect to the use of this report. r" L�. Read These Provisions Closely It is important to recognize that the geoscience practices (geotechnical engineering, geology and r environmental science) rely on professional judgment and opinion to a greater extent than other L engineering and natural science disciplines,where more precise and/or readily observable data may exist. To help clients better understand how this difference pertains to our services, GeoEngineers r includes the following explanatory "limitations" provisions in its reports. Please confer with L GeoEngineers if you need to know more how these"Report Limitations and Guidelines for Use"apply to your project or site. Geotechnical Services Are Performed for Specific Purposes, Persons and Projects r This report has been prepared for City of Kent and for the Project(s) specifically identified in the L report. The information contained herein is not applicable to other sites or projects. r GeoEngineers structures its services to meet the specific needs of its clients. No party other than the party to whom this report is addressed may rely on the product of our services unless we agree to such reliance in advance and in writing. Within the limitations of the agreed scope of services for r the Project, and its schedule and budget, our services have been executed in accordance with our L Agreement with City of Kent dated February 27,2014 and generally accepted geotechnical practices in this area at the time this report was prepared. We do not authorize, and will not be responsible r for,the use of this report for any purposes or projects other than those identified in the report. L A Geotechnical Engineering or Geologic Report is Based on a Unique Set of Project- r Specific Factors L This report has been prepared for Regional Trail Connector project in Kent, Washington. r GeoEngineers considered a number of unique, project-specific factors when establishing the scope L of services for this project and report. Unless GeoEngineers specifically indicates otherwise, it is important not to rely on this report if it was: F ® not prepared for you, L not prepared for your project, r ® not prepared for the specific site explored, or i_ in completed before important project changes were made. r L r L 1 Developed based on material provided by ASFE,Professional Firms Practicing in the Geosciences;www.asfe.org. L GEOENGINEERS.!;7 Apd[30,2014 Page B•1 F File No.0410-186-00 L Y REGIONAL TRAIL CONNECTOR Kent,Washington 1 For example, changes that can affect the applicability of this report include those that affect: ® the function of the proposed structure; o elevation,configuration, location, orientation or weight of the proposed structure; a composition of the design team;or a project ownership. If changes occur after the date of this report, GeoEngineers cannot be responsible for any consequences of such changes in relation to this report unless we have been given the opportunity to review our interpretations and recommendations. Based on that review, we can provide written modifications or confirmation,as appropriate. J Subsurface Conditions Can Change This geotechnical or geologic report is based on conditions that existed at the time the study was J performed. The findings and conclusions of this report may be affected by the passage of time, by man-made events such as construction on or adjacent to the site, new information or technology that becomes available subsequent to the report date, or by natural events such as floods, earthquakes, slope instability or groundwater fluctuations. If more than a few months have passed since issuance of our report or work product, or if any of the described events may have occurred, please contact GeoEngineers before applying this report for its intended purpose so that we may evaluate whether changed conditions affect the continued reliability or applicability of our conclusions and recommendations. _J Topsoil For the purposes of this report, we consider topsoil to consist of generally fine-grained soil with an appreciable amount of organic matter based on visual examination, and to be unsuitable for direct support of the proposed improvements. However,the organic content and other mineralogical and gradational characteristics used to evaluate the suitability of soil for use in landscaping and agricultural purposes was not determined, nor considered in our analyses. Therefore, the information and recommendations in this report, and our logs and descriptions should not be used as a basis for estimating the volume of topsoil available for such purposes. Geotechnical and Geologic Findings Are Professional Opinions Our interpretations of subsurface conditions are based on field observations from widely spaced sampling locations at the site. Site exploration identifies the specific subsurface conditions only at those points where subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data and then applied its professional judgment to render an informed opinion about subsurface conditions at other locations. Actual subsurface conditions may differ,sometimes significantly,from the opinions presented in this report. Our report,conclusions and interpretations are not a warranty of the actual subsurface conditions. Geotechnical Engineering Report Recommendations Are Not Final ' The construction recommendations included in this report are preliminary and should not be considered final. GeoEngineers' recommendations can be finalized only by observing actual —J Page B-2 April 30,2014 GeoEngineers,Inc. Fite No.0410-186-00 J r REGIONAL TRAIL CONNECTOR Kent,Washington subsurface conditions revealed during construction. GeoEngineers cannot assume responsibility or L. liability for the recommendations in this report if we do not perform construction observation. r We recommend that you allow sufficient monitoring,testing and consultation during construction by L. GeoEngineers to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes if the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork activities are completed in �- accordance with our recommendations. Retaining GeoEngineers for construction observation for this project is the most effective means of managing the risks associated with unanticipated r, conditions. A Geotechnical Engineering or Geologic Report Could Be Subject to Misinterpretation r- L. Misinterpretation of this report by members of the design team or by contractors can result in costly problems. GeoEngineers can help reduce the risks of misinterpretation by conferring with r appropriate members of the design team after submitting the report, reviewing pertinent elements �. of the design team's plans and specifications, participating in pre-bid and preconstruction conferences, and providing construction observation. r L. Do Not Redraw the Exploration Logs Geotechnical engineers and geologists prepare final boring and testing logs based upon their r interpretation of field logs and laboratory data. The logs included in a geotechnical engineering or �- geologic report should never be redrawn for inclusion in architectural or other design drawings. Photographic or electronic reproduction is acceptable, but separating logs from the report can create a risk of misinterpretation. L. Give Contractors a Complete Report and Guidance r To help reduce the risk of problems associated with unanticipated subsurface conditions, GeoEngineers recommends giving contractors the complete geotechnical engineering or geologic F, report, including these "Report Limitations and Guidelines for Use." When providing the report,you should preface it with a clearly written letter of transmittal that: ® advises contractors that the report was not prepared for purposes of bid development and that r its accuracy is limited;and L ® encourages contractors to confer with GeoEngineers and/or to conduct additional study to F' obtain the specific types of information they need or prefer. L Contractors Are Responsible for Site Safety on Their Own Construction Projects r Our geotechnical recommendations are not intended to direct the contractor's procedures, methods, schedule or management of the work site. The contractor is solely responsible for job site safety and F for managing construction operations to minimize risks to on-site personnel and adjacent properties. L Biological Pollutants r GeoEngineers' Scope of Work specifically excludes the investigation, detection, prevention or L assessment of the presence of Biological Pollutants. Accordingly, this report does not include any interpretations, recommendations, findings or conclusions regarding the detecting, assessing, r i_ GEDENGINEERS April 30,2014 Page B-3 r File No.0430-1M00 L y REGIONAL TRAIL CONNECTOR Kent,Washington .I J preventing or abating of Biological Pollutants, and no conclusions or inferences should be drawn regarding Biological Pollutants as they may relate to this project. The term "Biological Pollutants" includes, but is not limited to, molds, fungi, spores, bacteria and viruses, and/or any of their byproducts. A Client that desires these specialized services is advised to obtain them from a consultant who .1 offers services in this specialized field. J J _1 1 J Page B-4 April 30,2014 Geolingineers,Inc. rile No.0410-186-00 , TRAFFIC CONTROL PLANS _J ._l _.J J A ! J J J — Kent Regional Trails Connector/Madfai A - 5 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 J LEGEND GENERAL NOTES: 5Z SIGN LOCATION I. ALL SIGNS AND SPACING SHALT. CONFORM TO (TEMPORARY MOUNT) THE MUTCD AND CITY OF KENT SPECIFICATIONS. 2 PRIORITY PASSAGE THROUGH WORK AREA FOR I TEMPORARY TRAFFIC EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL I CONTROL DEVICE (DRUM) TIMES. 3. CONTRACTOR SHALL ALERT METRO TRANSIT 5 <M ARROW BOARD BUSINESS DAYS IN ADVANCE OF WORKZONE ' (SEQUENTIAL CHEVRON) E—mail: construction.coord®kingcount4gov. 4. PROTECTIVE VEHICLE REQUIRED, SHOULD PROTECTIVE/WORK CONSIDER A TRUCK MOUNTED ATTENUATOR (TMA). j VEHICLE 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. • ALL SIGNS 48x48' B/O UNLESS 01HERVASE e SPECIFICED. 7. CHANNELIZATION DEVICES ARE STANDARD j I° TRAFFIC DRUMS. e i N PROTECTIVE VEHICLE MINIMUM TAPER LENGTH =L (FEET) I ry I (REQUIRED) LANE WIDTH POSTED SPEED (MPH (FT) 30 35 40 45 50 o 10 150 205 270 450 500 ° 4 55 550 ARROW BOARD <17 12 180 245 320 540 600 I° (SEQUENTIAL CHEVRON) , a L n CHANNELIZATION DEVICE SPACING (FEET) TAPER I TANGENT *W4— 15 20 a' sz 2L DISTANCE ROAD TYPE BETWEEN SIGNS RIGHT LANE A B C CLOSED URBAN AHEAD 25/30 MPH 200 FT 200 FT 200 FT j W20-5R N STREETS 1 c ROAD RESIDENTIAL & WORK BUSINESS DISTRICTS 350 FT 350 FT 350 FT AHEAD O MPH W20-1 RURAL ROADS & J URBAN ARTERIALS 500 FT 500 FT 500 FT -- -- _.45- 55_MPH -- _ I I KENT REGIONAL TRAILS CONNETOR KENT RIGHT LANE CLOSURE .l W��NIYOTON CITY OF KENT SCALE urs E%H[Blr ENGINEERING DEPARTMENT DATE Jonuary 2015 64-11 AOCORONO M RCW 47262A AHY l EUEND ROAD FROM*W THERE IS OR ILL 8E O MOM PA%M f,ABUT HAZE SZ SIGN LOCATION Ems.Sful PLATED NVAR (TEMPORARY MOUNT) UlI CRAMI-F/SRii S1W=IMADVAYS� SiAL MAY THIS SM N BOTH DFE1C=INADMANM WT H TE TEMPORARY TRAFFIC I CONTROL DEVICE (DRUM) W21-1701P M=AM STATE AIANDOM i <04 ARROW BOARD W20-1 onliv (SEQUENTIAL CHEVRON) 7Rla11 aroa c 1 PROTECTIVE/WORK VEHICLE Mw ([3S0'p j 1 W20-SL B W4-2 - A CHASPACIN (F DEVICE I■ SPACING FEE � TAPER I TANGENT 15 1 20 011.1* i i - •• • ARROW BOARD CKE j MINIMUM TAPER LENGTH -L (FEET) ( W � �) LANE WIDTH POSTED SPEED MPH ° g (FT) 30 35 40 45 50 PROTECTIVE valctE ■ 10 150 205 270 450 500 (REQUIRED) ■ 1 2254295JA95 550 ° told 12 1&Q 2451,3201546 600 ■ DISTANCE ROAD TYPE BETWEEN SIGNS /r/ ' A B C ■ e � URBAN 200 FT 200 FT 200 FT � 25/30 MPH � ROlECnvE vtxIC1E STREETS (REQUIRED) RESIDENTIAL dt BUSINESS DISTRICTS 350 FT 350 FT 350 FT ° eee••e••� 40 MPH . • • • ARROW BOARD RURAL ROADS do ° ° (SWANDAL CHI) URBAN ARTERIALS 500 FT 500 FT 500 FT tom' °, ' T 45/55 MPH I� •I L t ■ ' p• � N •c�fS3' A W a GENERAL_ NOTES fO I I B W4-2 1. ALL SIGNS AND SPACING SHALL CONFORM TO I a THE MUTCD AND CITY OF KENT SPECIFICATIONS. CLOSED o- 2. PRIORITY PASSAGE THROUGH WORK AREA FOR o EMERGENC�Y_1tEILICLES_SHALL—BE PROVIDED"AT ALL_._ ROAD -wow( . -, TIMES. ._ _ ._ ._.. ..._ AHW 0-1 3. CONTRACTOR SHALL ALERT METRO TRANSIT 5 I I BUSINESS DAYS IN ADVANCE OF WORKZONE I E—mail: construction.coc dWngcountygov. 4 PROTECTIVE VEHICLE REQUIRED, SHOULD CONSIDER A TRUCK MOUNTED ATTENUATOR (TMA). 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. KENT REGIONAL TRAILS SPEC L SIGNS 48"W" B/O UNLESS OTHERWISE SPEC 0 N N E TO R 7. UZATION DEVICES ARE STANDARD KEN T MULTI-LANE CLOSURE a TRAFFIC D DRUMS. W.....o, CITY OF KENT SCALE NTS EXHIBrT ENGINEERING DEPARTMENT DATE January 2015 64- J i' LEGEND W2�&T CHANNELI2ATION DEVICE Q SIGN LOCATION SPAGNC(FEET) (TEMPORARY MOUNT) �P�. I I I TAPER TANGENT L� TEMPORARY TRAFFIC W2O-t 15 CONTROL DEVICE (DRUM)<W ARROW BOARD(SEQUENTIAL CHEVRON) PROTECTIVE/WORK a VEHICLE i Yl4-2 I 1 ARROW WARD I (StOUBM OMMWN) I PROTECTIVE VEHICLE (REQUIRED) ■ i GENERAL NOTES: • 1. ALL SIGNS AND SPACING SHAM CONFORM TO THE MUTCD • AND CITY OF KENT SPECIFICATIONS. ' 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES. 3. ALERT METRO TRANSIT 5 DAYS IN ADVANCE at ; construction.coordOkingcountygov 4. PROTECTIVE VEHICLE RECOMMENDED—MAY BE A WORK VEHICLE. 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. I 6. ALL SIGNS 48'x48'0/0 UNLESS OTHERWISE SPECIFIED. ROTECIiVE VEHICLE E 7. CHANNELJZATION DEVICES ARE STANDARD TRAFFIC DRUMS. I (REQUIRED) i 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRACE •. '. '. INTERSECTIONS AND/OR DRIVEWAYS. ; ;• 9. ALERT AFFECTED RESIDENTS AND BUSINESSES. ARROW BOARD 10. NOTIFY 48 HOURS IN ADVANCE CITY OF KENT ENGINNEERING ' ( g1IIi"u a,EVROH) (253-856-5500) TTI 'S A ... I ROAD TYPE BETWEEN SIGN A B C URBAN 25/0 MPH 200 FT 200 FT 200 FT m URBAN STREETS a RESIDENTIAL & W I I I Y14-2 BUSINESS DISTRICTS 350 FT 350 FT 350 FT I 35/40 MP OFT WE ---RURAL ROADS k a w URBAN ARTERIALS 500 FT 500 FT 500 FT v -51L 4S/SS MPH ° ROAD wm - AHEAo W20-1 MINIMUM TAPER LENGTH -L (FEET) I c RUD -_ -LANE:WDTH POSTED..SP-EE0-MPH -_ _ (� 30 35 40 45 SO - - 10 1501205127014501566 W2D-1 S 550 12 180 1245 320 540 50D> i KENT REGIONAL TRAILS f CONNETOR ! KENT MULTI-LANE CLOSURE CITY OF KENT SCALE HTs oaierr ENGINEERING DEPARTMENT DATE ebru 6 I I t Il 1 _I1 I LEGEND SZ SIGN LOCATION IJ (TEMPORARY MOUNT) I CHANNELIZA11ON DEVICE TEMPORARY TRAFFIC SPACING FEET CONTROL DEVICE (DRUM) TAPER TANGENT I' 15 i 030 ARROW BOARD 20 (SEQUENTIAL CHEVRON) I PROTECTIVE/WORK I I' VEHICLE • + e ° J DISTANCE I� ROAD TYPE BETWEEN SIGNS A B C PROTECTIVE VEHICLE URBAN I 25/30 MPH 200 FT 200 FT 200 FT (REQUIRED)' URBAN STREETS RESIDENTIAL & 350 FT 350 FT 350 FT I I ••••••••• BUSINESS DISTRICTS ARROW BOARD 35/40 MP (SEQUENTIAL CHEVRON) URAL ROADS & URBAN ARTERIALS 500 FT 500 FT 500 FT ° 45/55 MPH ° L . A I MINIMUM TAPER LENGTH aL (FEET) LANE WIDTH POSTED SPEED MPH _ (FT) 30 35 140 145 150 rn I I I B W4-2R 10 150 205 270 450 500 1 95 550 IIFT LANE 12 18O 245 320 540 600 CLOSED EAD W20-5L GENERAL NOTES: ° ROAD WORK 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD I I AHEAD W20-1 AND CITY OF KENT SPECIFICATIONS. 1 1 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY ROAD VEHICLES SHALL BE PROVIDED AT ALL TIMES. AHD 3. ALERT METRO TRANSIT 5 DAYS IN ADVANCE at W20-1 construction.coord@kingcounty.gov 4. PROTECTIVE VEHICLE RECOMMENDED—MAY BE A WORK VEHICLE. 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. 6. ALL SIGNS 48'x48• B/O UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC DRUMS. B. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND/OR DRIVEWAYS. _ -- _ 9----. ALERT`AFFECTED RESIDENTS AND BUSINESSES: - y 10. NOTIFY 48 HOURS IN ADVANCE: CITY OF KENT ENGINNEER[NG (253-856-5500) KENT REGIONAL TRAILS � CONNETOR `KENT LEFT LANE CLOSURE CITY OF KENT SCALE NIS E700BIr _ ENGINEERING DEPARTMENT DATE February 2015 I i _1 i LEGEND I I' SZ SIGN LOCATION (TEMPORARY MOUNT) I I I ' CHANNELIZATION DEVICE TEMPORARY TRAFFIC SPACING (FEET) I� CONTROL DEVICE (DRUM) TAPER TANGENT <M ARROW BOARD 15 20 (SEQUENTIAL CHEVRON) t PROTECTIVE/WORK I I I I VEHICLE • b DISTANCE ROAD TYPE BETWEEN SIGNS A B I C ROTECTIVE VEHICLE URBAN 25/30 MPH 200 FT 200 FT 200 FT - (REQUIRED) URBAN STREETS .• .• J RESIDENTIAL & 350 FT 350 FT 350 FT I ( ••• •••••• BUSINESS DISTRICTS BOARD I 35/40 MPH ARROW° ARROWNr A CHEVRON) f RAN ROADS & URBAN ARTERIALS 500 FT 500 FT 500 FT ° (sEovE45/55 MPH b L MINIMUM TAPER LENGTH =L (FEET) LANE WIDTH POSTED SPEED MPH (FT) 30 135 40 145 150 12 I I I W4-2L10 U13201540160Q-I> 270 450 500 550 �i 4EA -5R GENERAL NOTES: I I I c ROAD WORK ' I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AHEAD w20-1 I AND CITY OF KENT SPECIFICATIONS. c I 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY ROAD VEHICLES SHALL BE PROVIDED AT ALL TIMES. WORK 3. ALERT METRO TRANSIT 5 DAYS IN ADVANCE at W2o-1 > i construction.coord@kingcounty.gov I I I 4. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE. 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. I_- 6. ALL SIGNS 48°x48• B/O UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC DRUMS. 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND/OR-DRIVEWAYS. - - 9. ALERT AFFECTED RESIDENTS AND BUSINESSES. 10. NOTIFY 48 HOURS IN ADVANCE: CITY OF KENT ENGINNEERING (253-856-5500) KENT REGIONAL TRAILS . CONNETOR `KENT RIGHT LANE CLOSURE WAYIY•T�Y CITY OF KENT SCALE NTS DfH18R - ENGINEERING DEPARTMENT DATE Febmarx 2015 68-3 I I LEQEND SZ SIGN LOCATION (TEMPORARY MOUNT) L-ozM 0v311v Haa11 I I ® TEMPORARY TRAFFIC ar0a CONTROL DEVICE (CONE) ROAD PROW rRQiE Rcr ass ZlIE1�aoQ ' as-ozrA ° s OH W1 am s 444 ARROW BOARD BE GtOOKID PAVE101r.ARM NARE (SEQUENTIAL CHEVRON) WA>&-uH mwmw RWWAY e UB SIIAU.MRAY TWS SIGN N BOTH az-ti PROTECTIVE/WORK W21-1701P WIDD NO STAYS VEHICLE Y CHANNELIZATION DEVICE ° SPACING (FEET) • TAPER TANGENT ° 15 20 (Noanaw Trurano3s) ark aavoe MGM DISTANCE •• •• •• •. . ROAD TYPE BETWEEN SIGNS mg B C • No URBAN 200 FT 200 FT 200 FT ■ / 25/30 'o® - i URBAN STREETS ■ ` 01 REcnvE VEHICLERESIDENTIAL & ' ° ` (REQUIRM) BUSINESS DISTRICTS 350 FT 350 FT 350 FT 35/40 MPH ° . RURAL R0A e ° . URBAN ARTERIALS 500 FT 500 FT 500 FT ' 45/55 MPH • • v 1/2 L MINIMUM TAPER LENGTH =L (FEET) I• • WN-41 LANE WIDTH POSTED SPEED (MPH) (FT) 30 35 140 45 50 ° ••.*%••. 10 150 205 270 450 500 ARROW aauio 550 ■ {seDULxniu.cHExeav? ■ 12 180 245 320 540 600 L a GENERAL NOTES: N A 1. ALL SIGNS AND SPACING SHAD_ CONFORM TO i THE MUTCD AND CITY OF KENT SPECIFICATIONS. 2. PRIORITY PASSAGE THROUGH WORK AREA FOR ay J� a W4-2L EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES. CLOSED3. CONTRACTOR SHALL ALERT METRO TRANSIT 5 A + EAo BUSINESS DAYS IN ADVANCE OF WORKZONE O 'vz°-SR E-mail: construction.coord%tngcountyyav, ROAD 4. PROTECTIVE VEHICLE REQUIRED, SHOULD I I UD W20-1 CONSIDER A TRUCK MOUNTED ATiENUATOR (TMA). J 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES - - -- - --- ,ALL SIGNS 48.08`B/0-UNLESS-OTHERWISE-- SPECIFICED. 7. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC DRUMS. 1 I KENT REGIONAL TRAILS CONNETOR j /KENT MULTI-LANE CLOSURE CITY OF KENT SCALE NTS EXHIBIT ENGINEERING DEPARTMENT DATE January 2015 72- I .a LEGEND Q SIGN LOCATION (TEMPORARY MOUNT) TEMPORARY TRAFFIC ® CONTROL DEVICE (CONE) i 444 ARROW BOARD (SEQUENTIAL CHEVRON) I CHANNELIZATION DEVICE • PROTECTIVE/WORK SPACING (FEET) 1 VEHICLE TAPER TANGENT 15 20 DISTANCE o ROAD TYPE BETWEEN SIGNS A B C o j URBAN 200 FT 200 FT 200 FT Q 25/30 RBAN STREETS ROTEcnvE vEhicLE j RESIDENTIAL & 350 FT 350 FT 350 FT (REQUIRED) BUSINESS DISTRICTS s 5 40 MPH I a %4 0%% RURAL ROA ARROW BOARD URBAN ARTERIALS 500 FT 500 FT 504 FT (SEQUENTIAL CHEVRON) 45/55 MPH o Io MINIMUM TAPER LENGTH =L (FEET) LANE WIDTH POSTED SPEED (MPH) A (FT) 30 35 40 45 150 a 10 150 205 270 450 500 iN I I W4-2L 550 B ii 12 180 1245 320 540 600 iz-f CLOSED i GERAL NOTES: EADW20 NE —5R 1. ALL SIGNS AND SPACING SHALL CONFORM TO ROAD j THE MUTCD AND CITY OF KENT SPECIFICATIONS. IoEK AHEAD W20-1 2. PRIORITY PASSAGE THROUGH WORK AREA FOR j EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES. 3. CONTRACTOR SHALL ALERT METRO TRANSIT 5 I J �— BUSINESS DAYS IN ADVANCE OF WORKZONE E—mail: construction.coord®kingcounty.gov. - -4:-PROTECTIVE=VE-HIC-LE=REQUIR€D,-SHOULD - CONSIDER A TRUCK MOUNTED ATTENUATOR (TMA). 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. ALL SIGNS 48"08" B/O UNLESS OTHERWISE SPECIFICED. KENT REGIONAL TRAILS 7. CHANNELIZATION DEVICES ARE STANDARD j TRAFFIC DRUMS. ��, CO N N ETO R KENT RIGHT LANE CLOSURE W•IIIYOTOM CITY OF KENT SCALE NTS EXH113FF ENGINEERING DEPARTMENT DATE January 2015 72-2 J I ry sroElrux aosEn �� ~� or aosEo CROSS HERE I I I I R9-11A R9-9 1zs `I I LEGEND Q SIGN LOCATION (Type II Barr(code) I I I a TEMPORARY TRAFFIC I, DEVICE (CONES) a I I� I ' I SIDEW.--- or SIDEIyA!!f II ! atms HERE R9-11A R9-9 i i I GENERAL NOTES: I. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECIFICATIONS. ._ 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES. 3. ALERT METRO TRANSIT 5 DAYS IN ADVANCE at II I construction.coord@kingcountygov. i 4. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES, 5. CHANNELI7ATION DEVICES ARE STANDARD TRAFFIC DRUMS. 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND/OR DRIVEWAYS. ! 7. ALERT AFFECTED RESIDENTS AND BUSINESSES. a 8. NOTIFY 48 HOURS IN ADVANCE: CITY OF KENT ENGINNEERING i I I I KENT REGIONAL TRAILS CONNETOR KENT SIDEWALK CLOSURE WA�NINOT�Y CITY OF KENT SCALE. NTS E1409ir ENGINEERING DEPARTMENT I DATE . Fabruary 2015 P I I HYDRANT WATER PERMIT J J J J J J 1 _I .y J A 1 Kent Regional Trails Connector/Madfai A - 6 February 17, 2016 Federal Aid Number: CM-0615 (008) J Project Number: 13-3006 r,rr ;a.F x"d�y K"x:fydxtn sUi e�.., I rix Vi'a� a i�3 R� H t?rid r �i u,lrFf}'.y41 xk§+.rk�r;u Kr^.. P • p� .a. ?" r ly} �-'{,F'' t$'" "r s 1y^�:p:, ✓,t' h rt,i- sa�'1 n, +7�f1� � H". A1# r ' rations ,ty'y 1 llc, S {*y t a4y h, ,&S y`ir 8..nku t�i 1}'yu a .:.;'y.N, {i 1� d r '� .1.,r r �kY�x ,. ,r tkG.P ay,:a'li !�'.t 4, k iP,��-LLF�O Pit ..a;;. imPv u^ .:,°, }kd,X4 Qyu} rt'y"t ( �'. t!1� IS g6g � 8x Sat ` q ryg i t t,:'.°err. y�^�'1},.Rdgy dti' },4r"l. h:ry�1 A '"t4/4 [�� t i44 t Y st °ail to: GLU Yt ��5 r •! t -r y r rr�r 1 }tt S "i otk P t Va€r i r � '. .00 �X a s'r+t.w�.Ht t'Ho ttrN •x as X`} sN ad a.-..-:x ',G G ( I % ��+'}�yd r F BUC WORKS' AV ' O Name Jobsite# Address issue gate Project Name Attention Location. Phone Fax Expiration Date Cell Phone E-Mail Return mate METER INFORMATION Meter Size ❑ I" Q: 3" RP Size L) v, Q 3" RP/Check Valve Serial# Meter Serial# Hydrant Wrench issued: U Yes LI No Hydrant Wrench Returned: ❑ Yes U No Issue Reading f _ _ — _.., .,, fD Customer initial Return Reading ___'_ 0 Customer initial Map& instructions issued: Q Yes ❑ No I Issued By Received By Issued: To Returned By__, Notes r � I oput2342 646 WHiTE/Invoice YELLOW/Office PINK/Customer When Meter is Returned GOLD/Permit to Customer . r L . r L s � KENT WA IS H1 H*TO H r 4_ Water Meter Use Questionnaire L, 157717 Hydrant water Permit No. Business Name r Address L r Phone L Sob site location r L 1. In what application will this water meter be used? r L. a. Pressure washing b. Tanker Truck with Air Gap r c. Tanker Truck with Reduced Pressure Backflow Assembly d. Filling/Disinfection of new water rains(RPBA required) L- e. Flushing Sewers(RPBA required) rl 13xplainL i L I Certify that this water meter will be used for the above purpose and will be used at all times when connected to tte City ofKenVs Water System. Issued to: L Print Name Signature Issued by r L Date: r L L k V KEIN A :$-HINQT0N PUBLIC WORK OPERATIONS WATER HYDRANT METE. CHECK OUT AND TURN IN PLEASE CHECK IN AT FRONT OFFICE FIRST HYDRANT METERS ARE CHECKED OUT AND TURNED IN I ONLYDURING THE FOLLOWING TIMES: MONDAY - F'RIDAY 8:C, AM - 11:0Q A 12:30 PM ^ 2:30 PM w " QUESTIONS? PLEASE CALL 253--856-5600 r L. Dates September 26, 2014 To= Temporary Water Motor Users (Hydrant Meters) ' r Froms Sean Bauer, Water Superintendent Subjects Temporary Fire Hydrant Meter Use Per the City of Kent Ordinance for Temporary Water Meters(section 7.02,180), Reduced Pressure L! Backflow Assembly(RIBA)Perrmits shag be Issued for the duration of 21-days or less. All one-inch and three-inch water meter permits shall be Issued for the duration of 60-days or less. Meters and RPBA's r are to be returned promptly at the completion of the assigned project or at the end of the specified period of time, whichever occurs first. MAS L Meter permit charges shall bet 1. $ 50.00 for one-inch Meters 2. $ 100.00 for three-Inch meters 3. $ 150.00 for Reduced Pressure Backfiow Assembly Deposit charged: f 1. $ 350.00 for one-inch motors 2. $ 1,290.00 for three-inch teeters 3. $ 2,100.00 for Reduced Pressure Backflow Assembly This charge Is in addition to the current water consumption rate which Is billed per hundred cubic feet. FL Users shall make their deposit at the customer service counter located on the first floor.of the Centennial Building at 400 West Gowe St. and present the treasury receipt when picking up the meter-from the Water Department located at the Public Works Operitions Facility, 5821 S. 240a'St. Users shall be responsible for all fees and charges'Incunred while the teeter or RPBA Is In their possession, including costs resulting L from damage, misuse, or loss. The balance remaining from the deposit will be refunded by check via US I. Man. Users failing to return the teeter or RPBA within the specified period of time Shan be cited with a misdemeanor and up to $300.00 per day for failure to abide by the terms and conditions of the ordinance. L. Anyone withdrawing water or using fire hydrants without a permit and a meter Issued by the City of Kent shall be cited with a misdemeanor and fined up to$300.00 per day for failing to abide by the terms and conditions of the City of Kent Otdinance.(Sections 7,02.290.5 and 7.02.370). j Hydrant meter users.shall use only City owned fire hydrants In the area (or on the project). City owned fire hydrants are white In color and have a two-Inch round brass tag with hydrant identification attached. Hydrant meters,wig be Issued or received between the hours of 8:00 A.M. through 11s00 A.M.and 12s30 P.M. through 200 P.M., Monday through Friday(closed on public holidays). You may can (253) 856-5600 If you have any questions regarding fire hydrant meter use, � L 1 r. L L _u. zg .......... ILE 41 © W 'Cs3 'iK 4 axe k� t I cc I it ;Its yklooz T rR } _ M all �y" m a.,. pH 1I M ��al aN dn e b csry Aral ��k t L Fire hydrant Meter Use and Operating Instructions (onW This is not aPermit I Lill �I1. A permit is valid for a maximum of 60(sixty)calendar days. Failure to return the meter within the 60 daytime period is a misdemeanor and will result in fines ofup to$300.00(three hundred dollars)per day,which will continue to accrue until the fire hydrant meter is returned to the City of Keat Water Department where it was obtained. 2. There is a minimum 60-day charge of$50.00 for a one-inch and$100.00 for a three-inch meter assembly, L l in addition to the consumption rate which is billed at$2.67 per hundred cubic feet. j 3. A copy of the current fire hydrantuse permitmust be kept in the vehicle or on the job site(Le.,alwaykatihe location ; r where the hydrant is being used)and must be presented to the Water Division or Kent City representative upon request. L 4. Never separate the connected check valve from the meter or disassemble any part ofthe meter. Any failed meter ! assembly is to be returned immediately to the Water Division. Users shall be held responsible for any damage to the meter assembly,including all repair or replacement costs, ° 1 S. Use of the water for any purpose other than that which was originally stated on the fire hydrant use permit,or which creates a potential hazard to the water system,will result in the immediate revocation of the permit and confiscation of the apparatus 6. Meters will not be issued to applicants who have outstanding charges owed to the City of Kent. 7. Use City owned fire hydrant(s)only. City owned fire hydrants will be white in color and have an attached 2"round brass tag. ; i 8. Water from a fire hydrant is NO_j intended for human consumption, f 9. Always open and close-the fire hydrant SLOWLY. 10. Always open and close the fire hydrant COMPLETELY. A gate valve(LO butterfly or 1/4 turn valves allowed)for throttling the flow is to be supplied by the user and installed on the outlet(hose side)ofthe meter/check valve assembly. 11. All water drawn Som the fire hydrant shall pass through the issued meter assembly. 12. Always remove the meter and other hardware from the fire hydrant after each use and restore the fire hydrant to its original I condition. Any apparatus Ieft connected to the fire hydrant or left unattended will be confiscated by the City of Kent. 13. Use only the wrenches provided by the Water Division to operate the fire hydrant. 14. Contact the Water Division immediately if a hydrant is found inoperable or becomes inoperable during use,at (253)$56-5600 i P.OperationsAVatert/fire hydrant meter use and operation instructions.doc REIr ED 9/25/2014 L. f I L - r L SAMPLE DBE CONDITION OF AWARD LETTER J J l J a J 1 Kent Regional Trails Connector/Madfai A - 7 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 Appendix46.44 Mandatory coat ward Letter Example 1; f Date Principle,Title Company Name Address City,State,Zip rj Contract Number i 5 Project Title { Federal Aid Number ' _ Dear: This letter is to advise you that the contract for the above referenced project has been awarded to your firm at your bid price of S As a part of entering this contract,the contractor agrees to take all necessary and responsible steps in accordance with 49 CFR Part 20 to ensure that Disadvantaged Business Enterprises(DBE)have an opportunity to participate in the performance of this contract,The award of this contract was made with the understanding that the firms listed on the DBE Utilization Certification will be performing the dollar value of Sri work as indicated. Prior to submitting the signed contract for execution,(Company Name)will provide the following items: 1. Breakout information for all successful DBEs as shown on the DBE Utilization Certification: Correct business nan7e,federal employer identification number(if available),and mailing address. • List of all bid items assigned to each DBE firm,including unit prices and extensions,indicating any anticipated sharing,of resources(e.g.,equipment, s employees). o Indicate partial items_specify the distinct elements of work to be performed by the DBE firms and provide a complete description of these partial items. Note:Total amounts shown for each DBE shall not be less than the amount shown on the Utilization.Certification. 2. A list of all firms who submitted a bid or quote in an attempt to participate in this c; contract whether they were successful or not.Include the following information: + Correct business name and mailing address. Send these two items to(Local Agency name and address). Failure to provide this information prior-to execution will result in forfeiture of the bidder's proposal security. i" Pr r rtir P itm� mtt v,., ct Jrw rrmm��, rrr iORtmrr"WrsRATION� )FAW OW, ,,,, ,,,WWORWR1t Page 46-10 WSDOT Local Agency Guidelines Nl 36-63.25 April 2014 m m \ } m \ � \ \ � \ \ The contract willG forwarded m youunder separate cover.The contract must be signed \ contract documents.mGe return these documents withinm calendar days after th } date e award. \ W y Sincerely, \ \ Local Agency \ c: RegionLc Programs Engineer \\ m \\ ~ � d d � } F \ I ° A \ d NMI MOM \ © \ \ m \ y < < \ © \ ~ S \ � m \ ^ \ j m \ d dIM 7@fs« 7f73o *SOOTLocal Agency Guidelines «36-6I25 Page 46.11 \ April 2014 ® y WSDOT SPCC PLAN TEMPLATE J An electronic copy of the SPCC Plan Template can be found at: http://www.wsdot.wa.gov/Environment/Hazmat/SpiIIPrevention.htm J Kent Regional Trails Connector/Madfai A - 8 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 a WSDOT SPCC Plan Template Revised April 4, 2011 w a Check on WSDOT's Website for an updated version: http://www.wsdot.wa.gov/Environmental/Hazmat/Sr)illPrevention.htm Instructions for use: • WSDOT designed this template for WSDOT contractors to use to develop Spill Prevention, Control and Countermeasures Plans (SPCC Plans) that satisfy the current WSDOT Standard Specification 1-07.15(1) and National Pollutant [discharge Elimination System (NPDES) requirements. • Replace the blue highhghted'text with project-specific information • Yellow highlighted text describes or provides an example of what needs to be written. Using this text as a guide, add a description tailored to the project and then delete the yellow highlighted text. • Create the table of contents (Page ii) for the completed plan by clicking anywhere within the Table of Contents, pressing F9, and selecting "Update Entire Table" and verify that the associated Plan sections/page numbers are consistent and complete. • Delete this front page before printing the plan and submitting it to WSDOT. _J J Spill Prevention, Control and Countermeasures Plan VW ST Project Name S[ T SR 'Milepost 'N umbers DOT on rac 'Nu beir Prepared by WSDOT Prime Contractor, Executive: Name WSDOT Prime Contractor, Project Manager: darns DOT Prime Contractor, Superintendent: Name Address City, Washington Zip ................ .......... .........:. . Phone Number Date WSDOT Prime f(,,ontraclor SHALL W IINIAIN A COMPLETE, UPDATED COPY OF 1 ;-HS Pl-f'UfN IN Al 1 Af CES& 3LE LOCATI0T",1 ON THE HE PROJECT SITE AT ALL TIDIES. WSDOT Project 'Engineer (PE): Name WSDOT PE Office Phone: Number WSDOT Project Chief Inspector: Name - Office Phone: Number - Cell Phone: Number WSDOT Project Chief Inspector: Please forward electronic versions of WSDOT and Contractor updated versions of electronic Project SPCC Plans and final versions of Project schedules to Trent Ensmin er (ensrnint wsdot.wva, ov) where a copy will be filed for future WSDOT site inspections. SPDC Plan, WSD,OT Project dame Plan Date Page i Table of Contents J SPCC Plan Implementation Requirements ..................................................................... 1 SPCCPlan Elements ......................................................................................................2 1. Responsible Personnel...........................................................................................2 -_J 2. Spill Reporting ........................................................................................................ 3 3. Project and Site Information ...................................................................................5 4. Potential Spill Sources............................................................................................6 5. Pre-Existing Contamination ....................................................................................8 6. Spill Prevention and Response Training.................................................................9 7. Spill Prevention..................................................................................................... 10 8. Spill Response...................................................................................................... 12 9. Project Site Map ................................................................................................... 16 10. Spill Report Form(s)............................................................................................ 17 11. Plan Approval..................................................................................................... 18 SPCC Plan Acknowledgement Form (to be signed by all Project personnel)................ 19 Figures Figure 2.1 WSDOT Hazardous Materials Event Contractor Minimum Reporting Requirements.......................................................................................................4 Appendix APPENDIX A EXAMPLE SPILL REPORT FORM........................................................A-1 J J J SPCC Plan,WSDOT Project Name Plan Date Page ii SPCC Plan Implementation Requirements WSDOT Standard Specification 1-07.15(1) and Project-specific special provisions (if applicable) require a Spill Prevention, Control and Countermeasures Plain (SPCC Plan or Plan) to be developed for each WSDOT project. The purpose of an SPCC Plan is to protect human health and the environment from spills and releases of "hazardous materials," a generic term WSDOT uses in Chapter 447 of its Environmental Procedures Manual to mean dangerous waste, problem waste, petroleum products, and hazardous substances. The SPCC Plan shall also address conditions that may be required by Section 0406 of the current International Fire Code, or as approved by the local Fire Marshal. WSDOT Prime Contractor, the Prime Contractor for W DCT Project Name, VVSDCT Contract Number (Project), has developed this SPCC Plan to satisfy WSDOT Standard Specification 1- 07.15(1)for the Project. WSDOT Prime Contractor shall update this SPCC Plan throughout the Project so that the written Plan reflects actual site conditions and practices. At a minimum, WSDOT Prix Contractor will update this Plan annually, WSIT Prirne Contractor shall fully implement this SPCC Plan, as accepted and updated, at all times. No on-site Project construction activities may commence until WSDOT reviews and accepts this Project-Specific SPCC Plan, fa 1 - r SPCC Plan„ WSDOT Project Name Plan Date Page 1 ry _J SPCC Plan Elements 1. Responsible Personnel Table 1.1 identifies the name(s), title(s), and contact information for the personnel responsible for implementing and updating the SPCC Plan, and for responding to spills. If spill response Subcontractor(s)will be used for spill response (as described in Section 8, Spill Response, below), the Subcontractor(s) company name(s) and contact information are also included in Table 1.1. Complete Table 1. J Table 1 Responsible Personnel Responsibility Name and Title Contact Information Implementing and Updating Company: SPCC Plan(primary Office Phone: contact person) Cell Phone: _J Implementing and Updating Company: SPCC Plan(secondary Office Phone: contact person) Cell Phone: J On-Site Spill Responder Company: Office Phone: Cell Phone: On-Site Spill Responder Company: Office Phone: Cell Phone: Spill Response Company: Subcontractor ------_ Office Phone: (see Section 8, below) Cell Phone: (delete this line if not applicable;add lines if more than one Subcontractor will be used) 1 J -J 1 J J _1 SPCC Plan,WSDOT Project Name Plan Date Page 2 r 2. Spill. Reporting In the event of a spill, WSDOT Prime Contractor shall the WSDOT Project Engineer and shall notify the Federal, State, and Local Agencies listed in Figure 2 and Table 2. WSDOT Prim Contractor will also notify the WSDOT Project Chief Inspector. Complete Table 2 including for each agency the agency name, the agency notification telephone number, and when the agency shall be notified. At a minimum, Table 2 must include and WSDOT Prime Contractor must male the notifications shown in Figure 2. I= �i P% I SPCC Plan, WSDOT Project Name Ran Date Page 3 Figure 2 WSDOT Hazardous Materials Event Contractor Minimum Reporting Requirements Event: Hazardous Material Spill, Release or Encounter If a spill or release is caused by the Contractor, the Contractor reports it to the WSDOT .� Project Engineer (PE) and to the regulatory agencies as indicated below. If an encounter of unknown pre-existing contamination or an UST, the Contractor reports it to the WSDOT PE. The PE follows the WSDOT Environmental Compliance Assurance Procedure (ECAP, in WSDOT's Construction Manual M 41-01.06 at 1-2.2K), to determine internal and external reporting procedures to ensure compliance as indicated below. Spill or Release to Spill or Release to Soil Underground Storage Water Tank (UST) Including ponds,wetlands,ditches, Including encounters of pre-existing &seasonally dry streams contamination A If an immediate threat to Immediately call all health or environment three of the following ' 24-hour numbers: (e.g., explosive, If confirmed release from flammable, or toxic UST, report to Ecology's • National Response vapors; nearby water Regional Office'within 24 Center body; shallow hours 1-800-424-8802 groundwater; etc.) • Washington State immediately call Division of Ecology's Regional Office' Emergency Management 1-800-258-5990 • Washington State After removal of regulated Department of If NOT an immediate UST, provide reports to Ecology(Ecology) threat but may be a Ecology's Regional Office Regional Office threat to health or the within 20 and 30190 days environment, report to � p per WAC 173-340 and Ecology's Regional 173-360. Office' within 90 days ' Ecology Regional Office Numbers Eastern (Spokane): 509-329-3400 Northwest (Bellevue): 425-649-7000 Central (Yakima): 509-575-2490 Southwest (Lacey): 360-407-6300 Ecology regional lines and the type of information needed is provided on Ecology's spill reporting website at httr)://www.ecy.wa.gov/programs/spills/other/reportaspill.htm J r- L r- Table 2 Project-Specific Federal, State, and Local Agencies to be Notified in the Event of L a Spill r Agency Name Agency Notification When Agency Shall be Agency Region Telephone Number Notified (e.g., Department of (e.g., 1-425-649-7000) (e.g., spill or release to soil (e.g., Northwest Regional Ecology) that is an immediate threat Office) to human health or the environment or a spill or release to water or a r confirmed release or spill L from a UST) (e.g., National Response (e.g., 1-800-424-8802) (e.g.,spill or release to (e.g., Not applicable) 1- Center) water) L (e.g., Washington State (e.g., 1-800-258-5990) (e.g.,spill or release to (e.g., Not applicable) Division of Emergency water) r Management) L (e.g., Department of (e.g., 1-425-649-7000) (e.g.,spill or release to (e.g., Northwest Regional Ecology) water during over water Office) work per Project-specific Special Provision or other L permit requirement) L r L L L. r L. L F L r L r L r L SPCC Plan, WSDOT Project Name Plan Date Page 4 r L 3. Project and Site Information Please describe the following items: A. The Project work: (briefly describe the construction activities that will take place) B. The site location and boundaries: (include city, county, and starting/ending mileposts —as well as Project boundaries if Project work is not exclusively on a highway corridor) C. The drainage pathways from the site: (either provide information here or complete Table 3) D. Nearby waterways and sensitive areas and their distances from the site: (either provide information here or complete Table 3) -J Either complete Table 3, below, or provide information above for 3.0 and 3.D. and delete Table 3 Table 3 Nearby Waterways' and Sensitive Areas2 Waterway' or Distance from Direction of Flow Runoff Drainage Pathway Sensitive Areal Project Site from Project Site from Site ' (e.g., Derby Creek) (e.g., 35 feet (e.g.,downhill towards (e.g., downhill to northeast from east of Project the northeast) the Project staging area to the Site) lower reach of Derby Creek) (e.g., Milwaukee Ditch) (e.g.,350 feet (e.g.,across the (e.g.,across the pavement east of south of Project pavement to the east) the roundabout, into the catch site) basin,and into Milwaukee Ditch) Notes: Waterways include streams,creeks, sloughs, rivers, Puget Sound,etc. 2 Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazardous _J materials spill or release. Such areas include wetlands,areas that provide habitat for threatened or endangered -, species, nursing homes, hospitals, child care centers,etc. Sensitive areas also include areas where groundwater is used for drinking water,such as wellhead protection zones and sole source aquifer recharge areas. **If a Project-specific soil management plan (SMP), water management plan (WMP), temporary erosion and sediment control (TESC) plan, contaminated media management plan (CMMP)or other plan concerning contaminated materials has been prepared for known SPCC-related Project conditions, please briefly refer to them here and attach final versions to this Plan. _J J J _J J l SPCC Plan,WSDOT Project Name Plan Date Page 5 4., Potential Spill Sources A description of each potential fuel, petroleum product and other hazardous material brought or generated on-site is set forth in Table 4.1. The potential fuel„ petroleum product and other hazardous materials listed on Table 4.1 include materials used for operating, refueling, maintaining„ and cleaning equipment - including equipment used below the ordinary high water line. Complete Table 4, listing information for EACH fuel„ petroleum product and hazardous material. r, a4_ SPCC Plan, WSDOT Project Name Plan Date Page 6 ;; En.2 U, 0 o 0 U) U) d) > C/) — ©) Fz :E o 4 a(A 0 4- — " r- 0 w "a U) m 0 U) (D en Z5 E U r- Z cs c > C CO E U) U) 0 M CC- 70 Cj (D CD 2 u 71 0 0, CL r > (D iv y 0),— U) - 0 cc CD - a ar m 0 c m CD 0 M u m -0 0 7-7 0 co 4— a) 0 m m M N -a) E W 0=) — cn cu m 0 (n U) c fn :3 Q < 0 c a) r- G 0) 0 -0 c M o vi 0 � < m Cl M m uj cz w h-0 — ........... C � a) = --- " cr 0 ( co 0 Co M m r— a) (D a) 0 4) c m, 0 > m Ul n E 0 0qcy U) c U) V) M Q J rU) CL a) U) -.x E (D E =5 (D CL M co z U- 2 .0 a) o U) m U) N E 0 t ram? 0) z D L) 0 — (n 0 m (D cu r-- L) M -C -=) =0 0 Cas as — 0 0 = 2 0 co U) m 0 m C� U) m�o -Fo 0 n CL EL CD U) > U) co Or 0 Z fCJ r L_ L. 5. Pre-Existing Contamination Describe any pre-existing contamination and contaminant sources (such as buried pipes, r buried tanks, buried drums or other buried containers) in the Project area that are described L in the Contract documents; and Identify equipment and work practices that will be used to prevent the release of contamination. - if no pre-existing contamination or contaminant sources - are described in the Contract documents, write "NIA" r L. Example: Soil contaminated with petroleum products is suspected of existing near the southeast corner of the intersection of SR 99 and Cordane Street. If soil that is suspected of being contaminated is encountered, it will be stockpiled in the vicinity of the L excavation for characterization sampling and determination of disposal options. Soil that is suspected of being contaminated will be stockpiled separately from soil showing no r- indication of contamination. Soil that is suspected of being contaminated will be stockpiled on an impervious surface and will be set up to allow for ease of sampling and L load-out once characterization is complete. Stockpiles of suspected contaminated soil will be covered with plastic sheeting when not being worked; stormwater that could run L into the base of such stockpiles will be diverted from the area. r L L F L F L F L L_. L r L L L_ SPCC Plan, WSDOT Project Name Plan Date Page 8 F L 6. Spill Prevention and Response Training Describe how and when all Project personnel (including refueling personnel and other subcontractors) shall be trained in spill prevention, containment, and response and the location of spill response kits. SPCC Plan, WSDOT Project Name, Plan Date Page 9 r- L r 7. Spill Prevention A. Spill response kit contents and locations (see Table 7). Appropriately stocked spill response kits shall be maintained in close proximity to hazardous materials and equipment and shall be immediately accessible to all Project personnel. Complete Table 7. Table 7 Spill Response Kit Contents and Locations Type of Spill Kit Spill Kit Contents Spill Kit Location(s) (e.g. vehicle kit, (e.g., air horn to get attention of those (e.g.,adjacent to in-water work, drum kit, conex kit) working nearby, personal protective on bridge ramp,within 1,000' of equipment(PPE, such as safety glasses, active construction areas, next to gloves, coveralls, boot covers), spill pads, Honey Buckets, on large absorbent, booms, catch basin covers, equipment, outside main job anti-static shovels, garbage bags, plastic trailer, in staging area conex, on sheeting, overpack or disposal drum, mitigation site, below north end of complete copy of SPCC Plan, etc.) bridge, etc.) L r- B. Security measures for potential spill sources. Describe the security measures that will be L maintained to prevent accidental spills and vandalism, e.g., the staging area will be surrounded by a secured fence, hazardous materials will be stored inside a locked storage ' shed, equipment will be equipped with locked fuel caps, etc. L C. Methods used to prevent stormwater from contacting fuel, petroleum products and r hazardous materials. Describe the methods that will be used to prevent stormwater contact with hazardous materials, e.g., contaminated soil will be placed on bermed plastic and covered. D. Secondary containment for each potential spill source listed in Section 4, above. Describe L here or in Table 4.1 the practices and structures that will be used to store and contain F potential fuel, petroleum product and hazardous materials as well as the practices and structures that will be used to store and contain equipment used to transfer potential fuel, petroleum product and hazardous materials. The description must at least incorporate the following requirements: • Secondary containment structures shall be in accordance with Section S9.D.9 L (http://www.ecy.wa.gov/prop rams/wa/stormwater/construction/permitdoes/csw.qppermitl 20110.Ddf#paae=32) of Ecology's Construction Stormwater General NPDES Permit, (http://www.ecy.wa.gov/programs/wg/stormwater/construction/)where secondary L containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment r structure. This NPDES Permit does not require additional secondary containment for .. double-walled tanks. • Any more stringent secondary containment requirements (including for double-walled tanks) required by a 401 Permit, Special Provision or other Permit/Contract requirement for work in or over water. Attach a copy of the 401 Permit, Special Provision or other Permit/Contract document indicating the more stringent requirement. • Any more stringent secondary containment (including double-walled tanks) required by i_. an IFC official (local fire marshal). Attach a copy of the IFC official documentation indicating the more stringent requirement. F L SPCC Plan,WSDOT Project Name Plan Date Page 10 r L Secondary containment BMPs, as presented by Ecology (http://www.ecy.wa.gov/pubs/0510030.i)df#r)age=96),are required during fueling activity from fuel tanks, including double-walled tanks. E. Best Management Practices (BMP) Methods used to prevent discharges to ground or water during mixing and transfers of hazardous materials, petroleum product and fuel. Describe here methods to control pollutants using BMPs in accordance with Ecology's Construction Stormwater General NPDES Permit. BMPs guidance is provided in Ecology's Stormwater Management Manuals, such as Volume II —Construction Stormwater Pollution Prevention, BMP C153 (http://www.ecy.wa.gov/pubs/0510030.i)df#page=96)and Volume IV Source Control BMPs (http://www.ecy.wa.gov/pubs/0510032.pdf). F. Refueling procedures for equipment that cannot be moved from below the ordinary high water line. Describe these procedures. Write N/A if no work will be performed below the ordinary high water line. G. Daily inspection and cleanup procedures that ensure all equipment used below the ordinary high water line is free of all external petroleum-based products. Describe these procedures. Write N/A if no work will be performed below the ordinary high water line. H. Routine equipment, storage area, and structure inspection and maintenance practices to prevent drips, leaks or failures of hoses, valves, fittings, containers, pumps, or other systems that contain or transfer hazardous materials. Describe the equipment and structure inspection and maintenance practices. -� I. Site inspection procedures and frequency. Describe the site inspection frequency and site inspection procedures. SPCC Plan, WSDOT Project Name Plan Date Page 11 8. Spill Response Tables 8A and 813, below, outline the response procedures that WSDOT Prime 'Contractor shall follow for the scenarios described in the tables below, indicating that if hazardous materials are encountered or spilled to soil or water (including stormwater, as described in Section 7C) during construction, theWSDOT Prime Contractor shall do everything passible to control and contain the material until appropriate measures can be taken. The response procedures include a description of the actions that WSDOT Prime Contractor shall take to address each task shown in the tables as well as the specific on-site, spill response equipment that shall be used to perform each task. Complete Tables 8A and 8B. If WSDOT Prime Contractor will use a ,Subcontractor for spill response, provide contact information for the Subcontractor in Table 1 and, in the appropriate table below, identify when the Subcontractor shall be used and the actions thatWSDOT'Prime Contractor shall take at the site while waiting for the Subcontractor to respond. Add Subcontractor information to Tables 8A and 8B accordingly. If WSDO,T Prime Contractor encounters unanticipated pre-existing contamination within the Project area during Project work, WSDOT Prime Contractor shall immediately notify the WSDOT Project PE, r, r i SPCC Plan, 'a SIDOT Project Name Plan Date Page 12 L cE � Oyco = co in o c m °' c N coo L cv' c p O m E m a) 0)o� y CD 3 aco O L• C Q'Q C QCdE n C O m e O a'U— — E — W NXM � c0Cd a 0_ 0 « UJ p � C �_ n N � M0 Lc4 c L (DU c CL �wE � 3 3 0 0 c0 0 � 6 A E E C C µ. O 0 — N _ w L O .J l0 O = m E O m D N V _C p� 7 -d W N' C� O 0 1 in O CCU O W Mm — A a Q, 6 E M . C N> L : ' C � U 0 Q C) O N c comp E v ..3 cc w .Q wo..Q 3 L C 0Nco O = 3 ca ya co cB ++ w y O C CO > C y _C Q a c O _O X R y O 0 E O O 4) w mZ �, .Q L C d W O 3 c 7 0 C •OW p m — C) m E o c 0 n U 0) m c'0n � 'CD � a c ia a� o " 0 c a r U Q-C c6 aw Q `o �� 3CL W m H C v m4) E o = � ID G O C O O 0 M O .. O4) t � - h d 0) a 3 N B rn NCo co JW D y ccQ W O N d c030 -0 .a 3 •3 ro uoi cC a) r- pp N O m cq N U >, O cn 41 Q tl7 N L cn ca Q .r (� N > U O O _ CDO CL•RS N CI N N Q c9 Co a.., C L CD o t1T M CD to -6 — 3 o cc cn v t cn _ oo c � N� 0 = O o c vJ 'n •U 0 3 0 C 0 y Q " V (0 N O L 'O C _ � •p•0 0 O N N tU fa 4) cC H p (Rr n �� O O cOn .0 co cu U Q O c m o >,m a CD — J N C 41 N C O •� c4 Off'' 0- COCD 2-a 2 � O a"� QO •— C Z CL (4 aU, Ux [OX -A n a> O Q-0 0 . IE 0c3opc EEL c 0 0 cD O t L ` C c9 M OU —� O C 0) Qcl. C c _ a) 0CL0en �c � Qr- a� m c6 E O �0' 4) C O — Z — 0 .9 O O d r U U59 0 C C &- y _O N 3 m 0 0 0 V cQ o ca 0 E V (D o X o o CL—° � � 0- w v O p M p p M M aoi i c N N � '~ N O -0 U � m (D CD � 0 Z'QE � cEcca) 00 0) O ) 4 -O O O o (nomniuLu T- N .- 0 0O 'Da �E3Emo03c�a (A CL� Cc � ■ d co " O U co= `0 � E p �C d U �'M m N cc N X O C o o m = " O d ascAts N U O U m — •o0 Z fn J � m . » � m \ � 2 � .� ) � 2 � / . . . . . . . � m � _ \ o , � . n \ \ � . . � . § ; y C) « E a m ..... . _ En \ / 0 ® § � cu _ \ \ _£ < . � \ � � / � w E «2> 2 = d / � R / "Z 7 3kCL \ _ a 3 a 0 .§ \ % y \ 0 U L m .i ado 0 •3 _ _ — � a aim 3 3 � •0 mc ° = mto CO 0 L 0 E m 0 M O= N N Q.M E a)++ Ma _ .o nc my Qc �' � 30 — 2E0 cco m E �U)i 3 Q O W U a) Q C L QO dr N—^_ .-�O U N Q• 'Q•g .cr- m Q.m 0 ,00 a) C a) :3 cc000 L� OE �p '" NN ca LCl) C a) = d C1 GI A O .� ` O O�w 0 L N IA :'= N C 0 y 10 C -O 0 VOO CL cc0O , 16 (1) C U — p p -� M N o rn :? a 2 =3 ` c _..J (M l0 L a O Q a) 0 0 0 Cc 41 O C N d N (0 L a) �. t — ' CL 'G y 0 3 c N tOA c0 N C d N m O c0 W }, W .� CO C � ¢ dL H C d 0ccaa0 C QOZ E w •� 0.CL O rL+ •� d c m N O " O •'� W C Ovi C 3 W C- O 4- O a3 v d,= E € o �. Cm scam 0c0Wa� LO V lA W C �- O Y a) = N -0c0 c0 •LH (D t � Qa) V O a G d Q t E W H O � �, o a) —t +;h, 3 a) a� U � m c i N CU N ca O L+ o U) 0 O C Q.O N caCL ca E ° a E m o m `i 0 ca04- N N V _ 0 c0 fn L L fA C M 0 Co @ "r N U cc .O a7 a3 .� A~ N a7 C N 0 a) L Z :Efl C O L.. i�(V M f0 N �: c A 0)W� L '^ _ 4) d as ai w : 0, , m N O p 0) MaN0O.N ca U) 'C O L. Q � N � � c � j0Lu U 0 w.- a E E y C 'O V C O "t7 'rn E J jam) p C y 0 O 0 Q 0 L T Q EWCL d a rn N CD0 0 -p � +' 0 O a) O f- °�a 0 M (O L 3 r c Q a) M M C COy C _ a m caw U U C `O a) O D U L f 00 � (a cO� � N C- L ) tl N O (n a) 00J 'Q� ` i O ?� N m N E 7 O cD — � rC+ +, .c 7 O ~ R a 2 c0'O m m (A 3 C U F_ r L 9. Project Site Map A Project site map, clearly showing each of the following required or recommended items, is attached (attach such a map):A. Site location and boundaries; r B. Site access roads; C. Drainage pathways from the site; L D. Nearby waterways and sensitive areas(Waterways include streams, creeks, sloughs, rivers, Puget Sound, etc. Sensitive areas are areas that typically contain populations that could be particularly sensitive to a hazardous materials spill or release. Such areas include wetlands, areas that provide habitat for threatened or endangered species, nursing homes, hospitals, child care centers, etc. Sensitive areas also include areas where groundwater is used for drinking water, such as wellhead protection zones and sole source aquifer recharge areas.); L_ E. Hazardous materials, equipment, and decontamination areas identified in Section 4 (Potential Spill Sources), above; r F. Pre-existing contamination or contaminant sources described in Section 5 (Pre-Existing L Contamination), above; G. Spill prevention and response equipment described in Section 7 (Spill Prevention) and Section 8 (Spill Response), above; L H. Recommend providing the WSDOT Prime Contractor Executive, WSDOT Prime Contractor Project Manager and WSDOT Prime Contractor Superintendent initial sign-off; and r I. Recommend using Project-specific Plan Sheets or a consistent map scale with identifiable or readable map symbols for each Project SPCC Map. L r- LL r- r L_: L L_ r L L. F L. SPCC Plan, WSDOT Project Name Plan Date Page 16 _ F L. 10. Spill Report Form(s) A copy of the spill report form that WSDOT Prime Contractor shall use in the event of a release or spill is attached (attach such a form; an example is attached at the end of this template). SPCC Plan, WSDOT Project Name Plan Date Page 17 VII 11. Plan Approval This SPCC Plan is supported by the executives, project manager and the superintendents of W001T Prime Contractor having the authority to commit the necessary resources, including labor, equipment, and materials, to expeditiously control and remove any harmful quantity of fuel, petroleum product or hazardous materials spilled or released to the waters or land of the Mate of Washington. xecutiv'e signature WSDOT Prime Contractor Date Name Title M�D'OT Prime'Contractor r; Project Manager Signature WSDOIT Prime Contractor Date Nerve f;Ue `° '.",`,DOT'Prime Contractor Superintendent Signature WSD T Prime Contractor „" Date Nerve Ir Title WSDOT'Prime Contractor r r SPCC Plan, WSDOT Project Name Plan Date Page 1 ,. J SPCC Plan Acknowledgement Form (to be signed by all Project personnel) This is to certify that I have read this Project SPCC Plan and understand its contents. I have attended a Project orientation meeting discussing the elements of this SPCC Plan and the safety and health hazards associated with SPCC operations to be performed at this Project. J Failure to comply with the requirements contained in this SPCC Plan may result in my removal from the Project. PRINT NAME SIGNATURE DATE ! J J J '9 J _J .l SPCC Plan, WSDOT Project Name Plan Date Page 19 r-. LL APPENDIX A EXAMPLE SPILL OR INCIDENT REPORT FORM Instructions: Complete for any type of petroleum product or hazardous materials/waste spill or incident. Provide a copy of this report to management. ' 1. WSDOT Personnel Involved in Spill Reporting: r- Project Office: Name,Title, and Phone Number: L F Regional Environmental Office: Name, Title, and Phone Number: L_ r' 2. Contractor: L. Name and Title of Person Responsible for Spill Response: Phone Number: f— 3. General Spill Information: L. Common Name of Spilled Substance: Quantity Spilled (Estimate): Describe Concentration of Material (Estimate): L Date of Spill 1 ! r Time Spill Started: AM PM Time Spill Ended: AM PM L 4. Spill Location and Conditions: f L. Project Title: Street Address and/or Milepost, City: f~ Weather Conditions: L If Spill to Water, Name of Water Body(if ditch or culvert, identify the water body that the structure discharges to): Identify the Discharge Point: L Estimate the Depth and Width of the Water Body: Estimate Flow Rate (i.e., slow, moderate, or fast): r Describe Environmental Damage (i.e., fish kill?): L- F 5.Actions Taken: L To Contain Spill or Impact of Incident: r L Page A-1 F L To Cleanup Spill or Recover from Incident: To Remove Cleanup Material: To Document Disposal: To Prevent Reoccurrence: 6. Reporting the Spill: Spills to water: Immediately call the National Response Center(1-800-424-8802), Emergency Management(1-800-258-5990), and the appropriate Ecology Regional Office. Spills to soil that may be an immediate threat to health or the environment(i.e., explosive, flammable,toxic vapors, shallow groundwater, nearby creek. etc.): Call the appropriate Ecology J Regional Office immediately. If not immediately threatening, but may be a threat to human health List all agencies contacted; include names, dates, and phone numbers for people you spoke with: Record ERTS#, if issued by Ecology: 7. Person Resoonsible for Managing Termination/Closure of Incident or Spill: Name and Phone: Address and Fax: 8. Additional Notes/Information (if necessary): J J J Page A-2 STATE AND FEDERAL PREVA I L I NG WAGE RATES J 1 J J 1 J J J J J 1 Kent Regional Trails Connector/Madfai A - 9 February 17, 2016 Federal Aid Number: CM-0615 (008) Project Number: 13-3006 rayC 1 Ui 1 i State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 03/15/2016 Count Trade Job Classification Wage Holiday Overtime Note King Asbestos Abatement Workers Journey Level $43.95 5D 1 H King Boilermakers Journey Level $64.29 5N 1C King Brick Mason Journey Level $52.82 5A 1M King Brick Mason Pointer-Caulker-Cleaner $52.821 5A 1M King Building Service Employees Janitor $22.09 5S 2F King Building Service Employees Traveling Waxer/Shampooer $22.54 5S 2F King Building Service Employees Window Cleaner (Non- $23.99 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $26.78 5S 2F King Cabinet Makers In Shop1 Journey Level $22.74 1 King Carpenters Acoustical Worker $54.02 5D 4C King Carpenters Bridge, Dock And Wharf $54.02 5D 4C Carpenters King Carpenters Carpenter $54.02 5D 4C King Carpenters Carpenters on Stationary Tools $54.15 5D 4C King Carpenters Creosoted Material $54.12 5D 4C King Carpenters Floor Finisher $54.02 5D 4C King Carpenters Floor Layer $54.02 5D 4C l King Carpenters Scaffold Erector $54.02 5D 4C -' King Cement Masons Journey Level $53.95 7A 1M King Divers Et Tenders Diver $107.22 5D 4C 8A King Divers $Tenders Diver On Standby $64.42 5D 4C 1 King Divers Et Tenders Diver Tender $58.33 5D 4C King Divers Et Tenders Surface Rcv Et Rov Operator $58.33 5D 4C King Divers Et Tenders Surface Rcv Et Rov Operator $54.27 5A 4C Tender King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 5D 3F httnc-//fnrtrPcc wa nnv/Ini/tin►anrnlnnkiin/nrv1A/mnAlnnl-iin nenv '�/17/)nlA raye L ul L i King Dredge Workers Leverman, Hydraulic $58.67 5D 3F r King Dredge Workers Mates $56.44 SD 3F L King Dredge Workers Oiler $56.00 5D 3F King Drywall Applicator Journey Level $54.02 5D 1 H ' King Drywall Tapers Journey Level $54.07 5P 1 E -- King Electrical Fixture Maintenance Journey Level $27.24 5L 1E Workers King Electricians - Inside Cable Splicer $69.77 7C 4E King Electricians - Inside Cable Splicer (tunnel) $74.95 7C 4E King Electricians - Inside Certified Welder $67.41 7C 4E King Electricians - Inside Certified Welder (tunnel) $72.37 7C 4E King Electricians - Inside Construction Stock Person $37.94 7C 4E r- King Electricians - Inside Journey Level $65.05 7C 4E L King Electricians - Inside Journey Level (tunnel) $69.77 7C 4E King Electricians - Motor Shop Craftsman $15.371 1 r King Electricians - Motor Shop Journey Level $14.69 1 L King Electricians - Powerline Cable Splicer $74.92 5A 4D Construction F King Electricians - Powerline Certified Line Welder $65.71 5A 4D L Construction King Electricians - Powerline Groundperson $44.12 5A 4D r Construction L King Electricians - Powerline Heavy Line Equipment $65.71 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $65.71 5A 4D L_ Construction King Electricians - Powerline Line Equipment Operator $55.34 5A 4D Construction L. King Electricians - Powerline Pole Sprayer $65.71 5A 4D Construction r King Electricians - Powerline Powderperson $49.16 5A 4D L Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $85.45 7D 4A L King Elevator Constructors Mechanic In Charge $92.35 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $16.55 5B 111 r Products Work Only L King Fence Erectors Fence Erector $15.18 1 King Fla ers Journey Level $37.26 7A 31 King Glaziers Journey Level $56.16 7L 1Y King Heat Et Frost Insulators And Journeyman $63.18 5J 15 r Asbestos Workers King Heating Equipment Mechanics Journey Level $72.83 7F 1 EE L. King Hod Carriers £t Mason Tenders Journey Level $45.32 7A 31 F King Industrial Power Vacuum Journey Level $9.47 1 L Cleaner King Inland Boatmen Boat Operator $56.78 5B 1K King Inland Boatmen ICook 1 $53.30 5B j 1K L L httnq-//fnrt-reczq_wa-nnv/Ini/wanPlnnkun/nrvWanelnnki in_acnx 7/1 7/?f11 A King Inland Boatmen Deckhand $53.301 5B 1 K J King Inland Boatmen Deckhand Engineer $54.32 56 1 K King Inland Boatmen Launch Operator $55.57 5B 1 K King Inland Boatmen Mate $55.57 5B 1 K j King Inspection/Cleaning/Sealing Cleaner Operator, Foamer $31.49 1 Of Sewer Et Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Grout Truck Operator $11.48 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Head Operator $24.91 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Technician $19.33 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Tv Truck Operator $20.45 1 Of Sewer it Water Systems By Remote Control King Insulation Applicators Journey Level $54.02 5D 4C King Ironworkers Journeyman $63.53 7N 10 King Laborers Air, Gas Or Electric Vibrating $43.95 7A 31 Screed King Laborers Airtrac Drill Operator $45.32 7A 31 King Laborers Ballast Regular Machine $43.95 7A 31 King Laborers Batch Weighman $37.26 7A 31 King Laborers Brick Pavers $43.95 7A 31 King Laborers Brush Cutter $43.95 7A 31 King Laborers Brush Hog Feeder $43.95 7A 31 King Laborers Burner $43.95 7A 31 King Laborers Caisson Worker $45.32 7A 31 King Laborers Carpenter Tender $43.95 7A 31 King Laborers Caulker $43.95 7A 31 King Laborers Cement Dumper-paving $44.76 7A 31 J - King Laborers Cement Finisher Tender $43.95 7A 31 King Laborers Change House Or Dry Shack $43.95 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $43.95 7A 31 King Laborers Chipping Gun(30 Lbs. And $44.76 7A 31 Over) A King Laborers Choker Setter $43.95 7A 31 King Laborers Chuck Tender $43.95 7A 31 -A - - King Laborers Clary Power Spreader $44.76 7A 31 A King Laborers Clean-up Laborer $43.95 7A 31 King Laborers Concrete Dumper/chute $44.76 7A 31 Operator King Laborers Concrete Form Stripper $43.95 7A 31 King Laborers Concrete Placement Crew $44.76 7A 31 King Laborers $44.76 7A 31 httns-//fnrtrPsc_wa_nnv/lni/wanPlnnki in/nrvWanalnnki in acnY 7/1 7/7f11 A rage 4 or i i r L. Concrete Saw Operator/core r Driller King Laborers Crusher Feeder $37.26 7A 31 L. King Laborers Curing Laborer $43.95 7A 31 King Laborers Demolition: Wrecking Et $43.95 7A 31 L Moving (incl. Charred Material) King Laborers Ditch Digger $43.95 7A 31 L King Laborers Diver $45.32 7A 31 King Laborers Drill Operator $44.76 7A 31 r-' (hydraulic,diamond) King Laborers Dry Stack Walls $43.95 7A 31 King Laborers Dump Person $43.95 7A 31 r King Laborers Epoxy Technician $43.95 7A 31 L King Laborers Erosion Control Worker $43.95 7A 31 King Laborers Faller Et Bucker Chain Saw $44.76 7A 31 r King Laborers Fine Graders $43.95 7A 31 L King Laborers Firewatch $37.26 7A 31 7 King Laborers Form Setter $43.95 7A 31 L King Laborers Gabian Basket Builders $43.95 7A 31 King Laborers General Laborer $43.95 7A 31 r- King Laborers Grade Checker Et Transit $45.32 7A 31 L Person King Laborers Grinders $43.95 7A 31 King Laborers Grout Machine Tender $43.95 7A 31 L King Laborers Groutmen (pressure)including $44.76 7A 31 Post Tension Beams r- King Laborers Guardrail Erector $43.95 7A 31 L King Laborers Hazardous Waste Worker $45.32 7A 31 (level A) F_ King Laborers Hazardous Waste Worker $44.76 7A 31 L (level B) King Laborers Hazardous Waste Worker $43.95 7A 31 (level C) L- King Laborers High Scaler $45.32 7A 31 King Laborers Jackhammer $44.76 7A 31 King Laborers Laserbeam Operator $44.76 7A 31 King Laborers Maintenance Person $43.95 7A 31 r King Laborers Manhole Builder-mudman $44.76 7A 31 L King Laborers Material Yard Person $43.95 7A 31 King Laborers Motorman-dinky Locomotive $44.76 7A 31 r King Laborers Nozzleman (concrete Pump, $44.76 7A 31 L. Green Cutter When Using Combination Of High Pressure r Air Et Water On Concrete Et L Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker 1 $44-761 7A 1 31 r L httns://fortress_wa_nov/Ini/wanelonkun/nrvWanelnnkun.asnx 2/1 7/2016 rage D or i i King Laborers Pilot Car $37.261 7A 31 King Laborers Pipe Layer Lead $45.32 7A 31 King Laborers Pipe Layer/tailor $44.76 7A 31 King Laborers Pipe Pot Tender $44.76 7A 31 King Laborers Pipe Reliner $44.76 7A 31 King Laborers Pipe Wrapper $44.76 7A 31 King Laborers Pot Tender $43.95 7A 31 King Laborers Powderman $45.32 7A 31 King Laborers Powderman's Helper $43.95 7A 31 King Laborers Power Jacks $44.76 7A 31 King Laborers Railroad Spike Puller - Power $44.76 7A 31 King Laborers Raker - Asphalt $45.32 7A 31 King Laborers Re-timberman $45.32 7A 31 King Laborers Remote Equipment Operator $44.76 7A 31 King Laborers Rigger/signal Person $44.76 7A 31 King Laborers Rip Rap Person $43.95 7A 31 King Laborers Rivet Buster $44.76 7A 31 King Laborers Rodder $44.76 7A 31 J King Laborers Scaffold Erector $43.95 7A 31 King Laborers Scale Person $43.95 7A 31 King Laborers Sloper (over 20") $44.76 7A 31 King Laborers Sloper Sprayer $43.95 7A 31 King Laborers Spreader (concrete) $44.761 7A 31 King Laborers Stake Hopper $43.95 7A 31 King Laborers Stock Piler $43.95 7A 31 King Laborers Tamper ft Similar Electric, Air $44.76 7A 31 Et Gas Operated Tools King Laborers Tamper (multiple It Self- $44.76 7A 31 propelled) King Laborers Timber Person - Sewer $44.76 7A 31 (lagger, Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $43.95 7A 31 J King Laborers Topper $43.95 7A 31 King Laborers Track Laborer $43.951 7A 31 King Laborers Track Liner (power) $44.76 7A 31 -J King Laborers Traffic Control Laborer $39.84 7A 31 8R King Laborers Traffic Control Supervisor $39.84 7A 31 8R King Laborers Truck Spotter $43.95 7A 31 King Laborers Tugger Operator $44.761 7A 31 King Laborers Tunnel Work-Compressed Air $74.29 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $79.32 7A 31 8_( Worker 30.01-44.00 psi -� King Laborers Tunnel Work-Compressed Air $83.00 7A Worker44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $88.70 7A 31 J Worker 54.01-60.00 psi hftrlc'//fnrf•racc wn nnv/Ini/%AinnAlnnLiin/nm/%A/anclnnLiin monv 1/17/']air. raget) Orli t;. King Laborers Tunnel Work-Compressed Air $90.82 7A 31 80 r Worker 60.01-64.00 psi L King Laborers Tunnel Work-Compressed Air $95.92 7A 31 8� Worker 64.01-68.00 psi r King Laborers Tunnel Work-Compressed Air $97.82 7A 31 88 Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $99.82 7A 31 Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $101.82 7A 31 Worker 72.01-74.00 psi r" King Laborers Tunnel Work-Guage and Lock $45.42 7A 31 8Q Tender King Laborers Tunnel Work-Miner $45.42 7A 31 King Laborers Vibrator $44.76 7A 31 King Laborers Vinyl Seamer $43.95 7A 31 King Laborers lWatchman $33.86 7A 31 r. King Laborers Welder $44.76 7A 31 L King Laborers Well Point Laborer $44.76 7A 31 King Laborers Window Washer/cleaner $33.86 7A 31 King Laborers - Underground Sewer General Laborer a Topman $43.95 7A 31 L l3 Water King Laborers - Underground Sewer Pipe Layer $44.76 2A 31 F_ 8t Water L. King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers r' King Landscape Construction Landscape Equipment $28.17 1 L Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 F Laborers L King Lathers Journey Level $54.02 5D 1 H King Marble Setters Journey Level $52.82 5A 1M King Metal Fabrication (In Shop) Fitter $15.861 1 L King Metal Fabrication (In Shop} Laborer $9.78 1 r, King Metal Fabrication (In Shop) Machine Operator $13.04 1 L King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 r King Millwright Journey Level $55.52 5D 4C �. King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildines Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.47 1 L King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 i` King Modular Buildings Welder $11.561 1 L, King Painters Journey Level $39.35 6Z 2B King Pile Driver Journey Level $54.27 5D 4C ' King Plasterers Journey Level $51.68 1R httns://fortress_wa_aov/Ini/wanelnnkun/nrvWanelnnkun.asnx 2/17/2n1 6 rage i or 1 i King Playground Et Park Equipment Journey Level $9.47 1 Installers King Plumbers Et Pipefitters Journey Level $75.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $56.94 7A 3C 8P King Power Equipment Operators Assistant Engineer $53.57 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $56.44 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $56.44 7A 3C 8P Concrete King Power Equipment Operators Bobcat $53.57 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $53.57 7A 3C 8P Equipment King Power Equipment Operators Brooms $53.57 7A 3C 8P King Power Equipment Operators Bump Cutter $56.44 7A 3C 8P King Power Equipment Operators Cableways $56.94 7A 3C 8P King Power Equipment Operators Chipper $56.44 7A 3C 8P King Power Equipment Operators Compressor $53.57 7A 2C_ 8P King Power Equipment Operators Concrete Pump: Truck Mount $56.94 7A 3C 8P With Boom Attachment Over 42 M King Power Eauipment Operators Concrete Finish Machine -laser $53.57 7A 3C SP Screed King Power Equipment Operators Concrete Pump - Mounted Or $56.00 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $56.44 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $56.00 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and $58.67 7A 3C 8P over King Power Equipment Operators Cranes: 20 Tons Through 44 $56.44 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $57.51 7A 3C 8P Tons, Or 150'Of Boom (Including Jib With Attachments) King _Power Equipment Operators Cranes: 200 tons- 299 tons, or $58.10 7A 3C 8P 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $58.67 7A 3C 8P 300' of boom including jib J with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 $56.94 7A 3C 8P Tons, Under 150' Of Boom -� (including Jib With Attachments) King Power Eauipment Operators Cranes: A-frame - 10 Tons And $53.57 7A 3C 8P Under King Power Equipment Operators Cranes: Friction cranes $58.10 7A 3C 8P through 199 tons King Power Equipment Operators $56.00 7A 3C 8P httos://fortress.wa.00v/Ini/waaelookuo/nrvWaaelookun.asnx 2/17/2[l16 rage 0 Cyr 1 i r L Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons L King Power Equipment Operators Crusher $56.44 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $56.44 7A 3C 8P (power) ' King Power Equipment Operators Derricks, On Building Work $56.94 7A 3C 8P King Power Equipment Operators Dozers D-9 Et Under $56.00 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $56.00 7A 3C 8P Or Crane Mount r, King Power Equipment Operators Drilling Machine $57.51 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $53.57 7A 3C 8P Permanent And Shaft Type r King Power Equipment Operators Finishing Machine, Bidwell $56.44 7A 3C 8P And Gamaco Et Similar Equipment r✓ King Power Equipment Operators Forklift: 3000 Lbs And Over $56.00 7A 3C 8P L With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. $53.57 7A 3C 8P With Attachments L King Power Equipment Operators Grade Engineer: Using Blue $56.44 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $53.57 7A 3C 8P King Power Equipment Operators Guardrail Punch $56.44 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $56.94 7A 3C 8P Articulating Off- Road L Equipment 45 Yards. ft Over King Power Equipment Operators Hard Tail End Dump $56.44 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $56.00 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $56.44 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $56.00 7A 3C 8P r- 10 Tons L. King Power Equipment Operators Hydralifts/boom Trucks, 10 $53.57 7A 3C 8P Tons And Under r King Power Equipment Operators Loader, Overhead 8 Yards. Et $57.51 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. $56.94 7A 3C 8P But Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $56.44 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $56.44 7A 3C 8P L King Power Equipment Operators Loaders: Elevating Type Belt $56.00 7A 3C 8P r King Power Equipment Operators Locomotives, All $56.44 7A 3C 8P L King Power Equipment Operators Material Transfer Device $56.44 7A 3C 8P King Power Equipment Operators $57.51 7A 3C 8P L F L httns://fortress.wa.00v/Ini/waaelookuu/orvWaaelookuo.asox 2/17/2016 rdgeyofI/ a Mechanics, All (leadmen - $0.50 Per Hour Over _ Mechanic) King Power Equipment Operators Motor Patrol Graders $56.94 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, $56.94 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $53.57 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $56.00 7A 3C SP --a Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $56.44 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $57.51 7A 3C 1P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $56.94 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $53.57 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane $56.44 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $56.00 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $53.57 7A 3C 8P King Power Equipment Operators Power Plant $53.57 7A 3C 8P King Power Equipment Operators Pumps - Water $53.57 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $56.94 7A 3C 8P King Power Equipment Operators Quick Tower- No Cab, Under $53.57 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $56.94 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $53.57 7A 3C 8P King Power Equipment Operators Rigger/Signal Person, Bellman $56.00 7A 3C 8P (Certified) King Power Equipment Operators Rollagon $56.94 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $53.57 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $56.00 7A 3C 8P Materials King Power Equipment Operators Roto-mill, Roto-grinder $56.44 7A 3C 8P King Power Equipment Operators Saws - Concrete $56.00 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $56.44 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry $56.00 7A 3C 8P All King Power Equipment Operators Scrapers, Self-propelled: 45 $56.94 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $56.00 7A 3C 8P King 113ower Equipment Operators Shotcrete/gunite Equipment $53.57 7A 3C 8P King Power Equipment Operators $56.00 7A 3C 8P -J hffns-//fnrf rPSc-wa nnv/lni/wanpinnlei in/nrv1A/analnr%L i in mcnv rdye lU UI li F L Shovel , Excavator, Backhoe, F Tractors Under 15 Metric Tons. L King Power Equipment Operators Shovel, Excavator, Backhoe: $56.94 7A 3C 8P r Over 30 Metric Tons To 50 Metric Tons L King Power Eauipment Operators Shovel, Excavator, Backhoes, $56.44 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $57.51 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons r King Power Equipment Operators Shovel, Excavator, Backhoes: $58.10 7A 3C 8P L Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $56.94 7A 3C 8P r King Power Equipment Operators Spreader, Topsider Et $56.94 7A 3C 8P L Screedman King Power Equipment Operators Subgrader Trimmer $56.44 7A 3C 8P F King Power Equipment Operators Tower Bucket Elevators $56.00 7A 3C 8P t_ King Power Equipment Operators Tower Crane Up To 175' In $57.51 7A 3C 8P Height Base To Boom r King Power Equipment Operators Tower Crane: over 175' $58.10 7A 3C 8P through 250' in height, base to boom r King Power Equipment Operators Tower Cranes: over 250' in $58.67 7A 3C 8P height from base to boom King Power Equipment Operators Transporters, All Track Or $56.94 7A 3C 8P Truck Type L King Power Equipment Operators Trenching Machines $56.001 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $56.44 7A 3C 813 r Tons And Over L King Power Equipment Operators Truck Crane Oiler/driver $56.00 7A 3C 8P Under 100 Tons r King Power Equipment Operators Truck Mount Portable $56.44 7A 3C 8P L Conveyor King Power Equipment Operators Welder $56.94 7A 3C 8P F King Power Equipment Operators Wheel Tractors, Farman Type $53.57 7A 3C 8P King Power EquipmeaL Operators Yo Yo Pay Dozer $56.44 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $53.57 7A 3C 8P r Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $56.44 7A 3C 8P Underground Sewer Et Water r King Power Equipment Operators- Batch Plant Operator, $56.44 7A 3C 8P Underground Sewer Et Water Concrete L King Power Equipment Operators- Bobcat $53.57 7A 3C 8P Underground Sewer It Water r King Power Equipment Operators- Brokk - Remote Demolition $53.57 7A 3C 8P L Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $53.57 7A 3C 8P r Underground Sewer It Water L r httns://fortress.wa_onv/lni/wanplookun/nrvWaneinokun_asnx 2/17/2016 rdye 11 UI 1 i King Power Equipment Operators- Bump Cutter $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cableways $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $56.44 7A 3C 8P `-' Underground Sewer Et Water King Power Equipment Operators- Compressor $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount $56.94 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M ' King Power Equipment Operators- Concrete Finish Machine -laser $53.57 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $56.00 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $56.44 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $58.67 7A 3C 8P Underground Sewer Et Water over King Power Equipment Operators- Cranes: 20 Tons Through 44 $56.44 7A 3C 8P Underground Sewer Et Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $57.51 7A 3C 8P J Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $58.10 7A 3C 8P Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $58.67 7A 3C 8P Underground Sewer Et Water 300' of boom including jib with attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 $56.94 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $53.57 7A 3C 8P Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction cranes $58.10 7A 3C 8P Underground Sewer Et Water through 199 tons King Power Equipment Operators- Cranes: Through 19 Tons With $56.00 7A 3C 8P Underground Sewer Et Water Attachments A-frame Over 10 J Tons King Power Equipment Operators- Crusher $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $56.44 7A 3C 8P Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $56.94 7A 3C 8P Underground Sewer Et Water hft-nc•//fnrt-racc wa nnv/Ini/im;;nAlnnlri in/nrvlAlanminnL i in acnv ')/1 7l)nl A rciye 1L UI 1 i King Power Equipment Operators- Dozers D-9 Et Under $56.00 7A 3C 8P F-' Underground Sewer Et Water L King Power Equipment Operators- Drill Oilers: Auger Type, Truck $56.00 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $57.51 7A 3C 8P L Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $53.57 7A 3C 8P Underground Sewer Et Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $56.44 7A 3C 8P Underground Sewer Et Water And Gamaco Et Similar r Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $56.00 7A 3C 8P L' Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $53.57 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Grade Engineer: Using Blue $56.44 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $53.57 7A 3C 8P L' Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $56.44 7A 3C 8P Underground Sewer Et Water L. King Power Equipment Operators- Hard Tail End Dump $56.94 7A 3C 8P Underground Sewer Et Water Articulating Off- Road r Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $56.44 7A 3C 8P Underground Sewer Et Water Articulating Off-road r Equipment Under 45 Yards L. King Power Equipment Operators- Horizontal/directional Drill $56.00 7A 3C 8P Underground Sewer Et Water Locator 7 King Power Equipment Operators- Horizontal/directional Drill $56.44 7A 3C 8P L Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $56.00 7A 3C 8P Underground Sewer Et Water 10 Tons I L King Power Equipment Operators- Hydralifts/boom Trucks, 10 $53.57 7A 3C 8P Underground Sewer Et Water Tons And Under r King Power Equipment Operators- Loader, Overhead 8 Yards. Et $57.51 7A 3C 8P L Underground Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $56.94 7A 3C 8P Underground Sewer Et Water But Not Including 8 Yards L King Power Equipment Operators- Loaders, Overhead Under 6 $56.44 7A 3C 8P Underground Sewer Et Water Yards F_ King Power Equipment Operators- Loaders, Plant Feed $56.44 7A 3C 8P L Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $56.00 7A 3C 8P F Underground Sewer Et Water L King Power Equipment Operators- Locomotives, All $56.44 7A 3C 8P Underground Sewer Et Water } King Power Equipment Operators- Material Transfer Device $56.44 7A 3C 8P L Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $57.51 7A 3C 8P r Underground Sewer Et Water $0.50 Per Hour Over Mechanic) r L hffns://fnrfress.wa.nnv/Ini/wanPInnkun/nrvWanelnnkun.asnx 2/17/2016 rciyt- i.3 ui 1 i King Power Equipment Operators- Motor Patrol Graders $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, $56.94 7A 3C 8P Underground Sewer Et Water Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $53.57 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $56.00 7A 3C 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $56.44 7A 3C 8P Underground Sewer Et Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $57.51 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $56.94 7A 3C 8P Underground Sewer Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $56.44 7A 3C 8P Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pumps -Water $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under $53.57 7A 3C 8P Underground Sewer Et Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $56.94 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $53.57 7A 3C 8P - Underground Sewer Et Water J King Power Equipment Operators- Rigger/Signal Person, Bellman $56.00 7A 3C 8P Underground Sewer Et Water (Certified) King Power Equipment Operators- Rollagon $56.94 7A 3C 8P Underground Sewer Et Water _J King Power Equipment Operators- Roller, Other Than Plant Mix $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $56.00 7A 3C 8P Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $56.44 7A 3C 8P Underground Sewer Et Water J King Power Equipment Operators- Saws - Concrete $56.00 7A 3C 8P Underground Sewer Et Water King $56.44 7A 3C 8P J ht-tnc-//fnrtrPcc tn►a 1/1 -7/']nir_ ray.c l-t ui 1 i r- L Power Equipment Operators- Scraper, Self Propelled Under . Underground Sewer Et Water 45 Yards L King Power Equipment Operators- Scrapers - Concrete Et Carry $56.00 7A 3C 8P Underground Sewer Et Water All King Power Equipment Operators- Scrapers, Self-propelled: 45 $56.94 7A 3C 8P Underground Sewer Et Water Yards And Over L King Power Equipment Operators- Service Engineers - Equipment $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $53.57 7A 3C 8P Underground Sewer Et Water F� King Power Equipment Operators- Shovel , Excavator, Backhoe, $56.00 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric L Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $56.94 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 L Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $56.44 7A 3C 8P F Underground Sewer Et Water Tractors: 15 To 30 Metric Tons L King Power Equipment Operators- Shovel, Excavator, Backhoes: $57.51 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 r-. Metric Tons L King Power Equipment Operators- Shovel, Excavator, Backhoes: $58.10 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons r^ King Power Equipment Operators- Slipform Pavers $56.94 7A 3C 8P L Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $56.94 7A 3C 8P F.. Underground Sewer Et Water Screedman L. King Power Equipment Operators- Subgrader Trimmer $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $56.00 7A 3C 8P L Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In $57.51 7A 3C 8P r Underground Sewer it Water Height Base To Boom King Power Equipment Operators- Tower Crane: over 175' $58.10 7A 3C 8P Underground Sewer Et Water through 250' in height, base F to boom L King Power Equipment Operators- Tower Cranes: over 250' in $58.67 7A 3C 8P Underground Sewer Et Water height from base to boom r King Power Eauipment Operators- Transporters, All Track Or $56.94 7A 3C 8P L Underground Sewer Et Water Truck Type King Power Equipment Operators- Trenching Machines $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $56.44 7A 3C 8P L Underground Sewer Et Water Tons And Over F King Power Equipment Operators- Truck Crane Oiler/driver $56.00 7A 3C 8P Underground Sewer Et Water Under 100 Tons L King Power Equipment Operators- Truck Mount Portable $56.44 7A 3C 8P . Underground Sewer Et Water Conveyor King Power Equipment Operators- Welder $56.94 7A 3C 8P L' Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmall Type $53.57 7A 3C 8P r Underground Sewer Et Water F httns://fortress.wa.00v/Ini/waaelookun/nrvWaaelookun.asnx 2/1 7/2[l16 rayc l.) vi i i J King _ Power Equipment Operators- Yo Yo Pay Dozer $56.44 7A 3C 8P Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $45.75 5A 4A Trimmers King Power Line Clearance Tree Spray Person $43.38 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $45.75 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $40.84 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A 4A ' Trimmers King Refrigeration Et Air Journey Level $74.36 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $52.82 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Journey Level $40.64 5D 4C Applicators King Residential Drywall Taxers Journey Level $54.07 5P 1 E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $38.40 7L 1H King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipefitters King Residential Refrigeration Et Air Journey Level $74.36 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $43.46 7F 1R Workers King Residential Soft Floor Layers Journey Level $44.11 5A 3D King Residential Sprinkler Fitters Journey Level $42.73 5C 2R (Fire Protection? King Residential Stone Masons Journey Level $52.82 5A 1M King Residential Terrazzo Workers Journey Level $47.46 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $46.46 5A 3H King Roofers Using Irritable Bituminous $48.71 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $72.83 7F 1 E King Shipbuilding Et Ship Repair Boilermaker $40.87 7M 1H King Shipbuilding Et Ship Repair Carpenter $40.41 7T 2B King Shipbuilding Et Ship Repair Electrician $41.43 7T 4B J .3 httnc•//fnrt-racc MIA ncnv 7/1 7/7f11 A rage ld or 1 i I- L King Shipbuilding Et Ship Repair Heat Et Frost Insulator $63.181 5J 15 r- King Shipbuilding Er Ship Repair Laborer $41.471 7T 4B L King Shipbuilding Et Ship Repair Machinist $41.46 7T 4B King Shipbuilding Et Ship Repair Operator $41.39 7T 4B King Shipbuilding Et Ship Repair Painter $41.42 7T 44B L King Shipbuilding Et Ship Repair Pipefitter $41.40 7T 4B King Shipbuilding Et Ship Repair Rigger $41.48 7T 4B r King Shipbuilding & Ship Repair Sheet Metal $41.43 7T 4B King Shipbuilding & Ship Repair Shipfitter $41.48 7T 4B r, King Shipbuilding Ft Ship Repair Trucker $41.32 7T 4B L King Shipbuilding Et Ship Repair Warehouse $41.37 7T 4B King Shipbuilding Et Ship Repair We(der/Burner $41.48 7T 4B r King Sign Makers Et Installers Sign Installer $22.92 1 L. (Electrical) King Sign Makers Et Installers Sign Maker $21.36 1 (Electrical) I L King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical) F King Sign Makers Et Installers (Non- Sign Maker $33.25 1 L Electrical King Soft Floor Lavers Journey Level $44.11 5A 3D r King Solar Controls For Windows Journey Level $12.44 1 L King Sprinkler Fitters (Fire Journey Level $70.14 5C 1X Protection) r King Stage Rigging Mechanics (Non Journey Level $13.23 1 �. Structural) King Stone Masons Journey Level $52.82 5A 1M King Street And Parking Lot Journey Level $19.09 1 L Sweeper Workers King Surveyors Assistant Construction Site $56.00 7A 3C 8P Surveyor L King Surveyors Chainman $55.47 7A 3C 8P King Surveyors Construction Site Surveyor $56.94 7A 3C 8P King Telecommunication Journey Level $22.76 1 L Technicians King Telephone Line Construction - Cable Splicer $37.60 5A 2B r Outside L King Telephone Line Construction - Hole Digger/Ground Person $20.79 5A 2B Outside r King Telephone Line Construction - Installer (Repairer) $36.02 5A 2B L Outside King Telephone Line Construction - Special Aparatus Installer 1 $37.60 5A 2B Outside L King Telephone Line Construction - Special Apparatus Installer II $36.82 5A 2B Outside King Telephone Line Construction - Telephone Equipment $37.60 5A 2B L Outside Operator (Heavy) King Telephone Line Construction - Telephone Equipment $34.94 5A 26 r Outside Operator (Light) L F L hf+nc•//fnrt-race %nt= nnv/Ini/IAt=nclnr%L i in/nrv1A/=nt,lnnL i in =cnv )/l 7/?nl F, rays i i Ui t i 7 , King Telephone Line Construction - Telephone Lineperson $34.93 5A 2B Outside King Telephone Line Construction - Television Groundperson $19.73 5A 2B Outside King Telephone Line Construction - Television $26.31 5A 2B Outside Lineperson/Installer King Telephone Line Construction - Television System Technician $31.50 5A 2B Outside King Telephone Line Construction - Television Technician $28.23 5A 2B Outside King Telephone Line Construction - Tree Trimmer $34.93 5A 2B ' Outside King Terrazzo Workers Journey Level $47.46 5A 1A+ King Tile Setters Journey Level $21.65 1 King Tile, Marble Et Terrazzo Finisher $38.29 5A 1 B Finishers King Traffic Control Stripers Journey Level $43.73 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards (W. $51.25 .21) 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $50.41 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $51.25 5D 3A $L King Truck Drivers Dump Truck (W. WA-Joint $50.41 5D 3A $L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $51.25 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers httDs://fortress.wa.aov/Ini/waaelookuD/DrvWaaelookuo.asr)x 2/17/2016 r Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 L r Overtime Codes L_ Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate r, must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for L_ the worker. r 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. r' 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. t= 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 L. 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 L. 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 r rate of wage. L 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, r and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. L F. The first two (2) hours after eight(8) regular hours Monday through Friday and the first ten(10)hours on Saturday r 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 L hourly rate of wage. r G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a L 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 r 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 L.._ hourly rate of wage. r' I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. L J. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday r. shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. L K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All r' hours worked on holidays shall be paid at double the hourly rate of wage. L 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. L N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of r wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 r L ' Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve(12)hours, Monday through Friday and after ten (10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on J 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. J R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday,Monday,shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All J hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 r- Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 L Overtime Codes Continued F' L: 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. r B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. r^ C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the r^ holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of L wage. r G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. L H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. L. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. r R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double L the hourly rate of wage. r U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked L" over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, t` 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 r shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one L and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 7 L 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. L_ A. Work performed in excess of eight(8) hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday L and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall L be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate �— until such time as the employee has had a break of eight(8)hours or more. L C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. L All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at r the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. L 3 r L ' Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 Overtime Codes Continued 3. D. 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 15% over the hourly rate of wage. All other hours worked after 6:00 am 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. y E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. A 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 perfonned 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. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week (Tuesday through Friday,) 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 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. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4)hours of overtime after eight (8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay, unless a four(4)day ten(10)hour workweek has - been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday, the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. A J 4 r-. Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 L Overtime Codes Continued r- L. 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: r- 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: r` The first two (2) hours after eight (8)regular hours Monday through Friday of overtime on a regular workday, shall L 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) Fi 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. L' All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the r 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. L. 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 L four-day, ten hour work week,and Saturday shall be paid at one and one half(1'/z)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and r— holidays shall be paid at double the hourly rate of wage. L F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the r' hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. L G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked r. 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. L r Holiday Codes L 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after r Thanksgiving Day,and Christmas Day(7). L B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after r Thanksgiving Day,the day before Christmas,and Christmas Day(8). L 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). L 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). r L H. Holidays: New Year's Day, Memorial Day,Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). F_ L 5 r L J Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 Holiday Codes Continued 5. I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). j J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). -� L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day, Memorial Day,Independence Day, Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. ` Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Cluistmas Day(8). 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day(11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday(10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7). J 6 J Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 L' Holiday Codes Continued r� u 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Da The Friday After Thanksgiving Da The Last Working Da Before Christmas Da g� g Y, Y g� g Y� g Y Y, And Christmas Day(9). L, 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. r 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and L' 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 7 Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and r 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 r observed as a holiday on the preceding Friday. L 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 r- holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which L falls on a Saturday shall be observed as a holiday on the preceding Friday. r^ E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Da And Christmas Da 7 . An holiday which falls on a Sunda shall be observed as a holiday on g� g Y� Y O Y Y Y Y the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. r L_ 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 r Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be L 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 F (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. L. 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 L_ 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 r be observed as a holiday on the preceding Friday. L.. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L 7 r L ' Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 Holiday Codes Continued 7. 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. J L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,And the Day ' after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 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 J a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas, and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, J Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes 8. A. In addition to the hourly wage and fringe benefits, the following 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 100'To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet 8 a r Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 L Note Codes Continued r L 8. C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or r more: L_ Over 50' To 100'-$1.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1.50 per Foot for Each Foot Over 100 Feet r- Over 150'To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price L r D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. F_ L M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. r N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B: $0.75,Level L C: $0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: L $1.50,Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the L shift shall be used in determining the scale paid. r R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or L 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 L flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. F S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or L spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on r 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 L or after August 31,2012. r T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all L 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 r7 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 L August 31,2012. F,- U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: L $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 r 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 L 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. r L 9 F L -, A Page � 1 General Decision Number: WA160001 01/08/2016 WA1 Superseded General Decision Number: WA20150001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin _.a Counties) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016 . The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/08/2016 CARP0001-008 06/01/2015 Rates Fringes CARPENTER GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 27.61 14 .00 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 41.86 14 .49 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 32.97 14.00 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 31.94 14 .00 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 73 .44 14 .00 GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 35.02 14 .00 GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 36.72 14.00 GROUP 8. . . . . . . . . . . . . . . . . . . . .$ 33 .27 14 .00 GROUP 9. . . . . . . . . . . . . . . . . . . . .$ 35.02 14 .00 J A WA160001 Modification 0 Federal Wage Determinations for Highway Construction Page 2 CARPENTER & DIVER CLASSIFICATIONS: L GROUP 1: Carpenter GROUP 2: Millwright, machine erector GROUP 3: Piledriver - includes driving, pulling, cutting, L placing collars, setting, welding, or creosote treated material, on all piling r GROUP 4: Bridge carpenters L GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby, Bell/Vehicle or Submersible operator Not Under Pressure L. GROUP 8: Assistant Tender, ROV Tender/Technician GROUP 9: Manifold Operator-Mixed Gas r ZONE PAY: L ZONE 1 0-40 MILES FREE ZONE 2 41-65 MILES $2.25/PER HOUR ZONE 3 66-100 MILES $3.25/PER HOUR L ZONE 4 OVER 100 MILES $4.75/PER HOUR DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main L. Post Office of established residence of employee (Whichever is closest to the worksite) . L CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE. ) or Main Post Office of established residence of employee (Whichever r is closest to the worksite) . L_ CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to r the worksite) L- CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . L_ CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of r established residence of employee (Whichever is closest to L the worksite) . r L r L. F,' L L r L WA160001 Modification 0 Federal Wage Determinations for Highway Construction r ' Page 3 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. _J 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" . J LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- J J i WA160001 Modification 0 Federal Wage Determinations for Highway Construction f' Page 4 r CAR20003-006 10/01/2011 L SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, r LEWIS (Piledriver only) , PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west L to Willapa Bay to the Pacific Ocean) , SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS r ZONE 1: L. Rates Fringes Carpenters: CARPENTERS. . . . . . . . . . . . . . . . . .$ 32.04 14 .18 DIVERS TENDERS. . . . . . . . . . . . . .$ 36.34 14 .18 DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 77.08 14 .18 L. DRYWALL. . . . . . . . . . . . . . . . . . . . .$ 27.56 14 .18 MILLWRIGHTS. . . . . . . . . . . . . . . . .$ 32.19 14 .18 r PILEDRIVERS. . . . . . . . . . . . . . . . .$ 33.04 14 .18 L DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET r 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET L 151 TO 200 FEET $2 .00 PER FOOT OVER 151 FEET r Zone Differential (Add up Zone 1 rates) : Zone 2 - $0.85 L Zone 3 - 1.25 Zone 4 - 1.70 F Zone 5 - 2 .00 L Zone 6 - 3 .00 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State L Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point. ) L ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities r ZONE 2: Projects located more than 30 miles and less than 40 L. miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 r miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities L ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities r ---------------------------------------------------------------- L- r- L.. WA160001 Modification 0 Federal Wage Determinations for Highway Construction r L Page � 5 CARP0770-003 06/01/2015 Rates Fringes CARPENTER CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL. . . . . . . . . . . . . . . . . . .$ 40.46 13 .66 CARPENTERS. . . . . . . . . . . . . . . . .$ 40.36 13 .66 DIVERS TENDER. . . . . . . . . . . . . .$ 35.02 14.00 DIVERS. . . . . . . . . . . . . . . . . . . . .$ 73.44 14 .00 MILLWRIGHT AND MACHINE ERECTORS. . . . . . . . . . . . . . . . . . .$ 41.86 13 .66 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING. . . . . . .$ 40.61 13.66 (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 Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: J 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, J Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour WA160001 Modification 0 Federal Wage Determinations for Highway Construction r Page 16 L r" ---------------------------------------------------------------- L CARP0770-006 06/01/2015 Rates Fringes CARPENTER r WESTERN WASHINGTON: - CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only) , MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES r BRIDGE CARPENTERS. . . . . . . . . .$ 40.36 13.66 L.. CARPENTERS ON CREOSOTE MATERIAL. . . . . . . . . . . . . . . . . . .$ 40.46 13.66 r CARPENTERS. . . . . . . . . . . . . . . . .$ 40.36 13.66 DIVERS TENDER. . . . . . . . . . . . . .$ 44.67 13.66 L DIVERS. . . . . . . . . . . . . . . . . . . . .$ 93 .56 13.66 MILLWRIGHT AND MACHINE ERECTORS. . . . . . . . . . . . . . . . . . .$ 41.86 13 .66 L PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING r COLLARS, SETTING, WELDING OR CRESOTE TREATED L. MATERIAL, ALL PILING. . . . . . .$ 40.61 13 .66 f- (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL L CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS r— Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following L listed cities: (- Seattle Olympia Bellingham L Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles L Centralia Mount Vernon Sunnyside Chelan Pt. Townsend r. Zone Pay: L 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour L 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT L AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, L Tacoma City center, and Everett City center Zone Pay: f 0 -25 radius miles Free L 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour r WA160001 Modification 0 L Federal Wage Determinations for Highway Construction r L Page 7 ---------------------------------------------------------- ELEC0046-001 02/04/2013 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 46.87 3%+15 .96 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 42.61 3%+15.96 ---------------------------------------------------------------- * ELECO048-003 01/01/2015 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44.22 21.50 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 40.20 21.50 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: 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 $9.00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ---------------------------------------------------------------- ELEC0048-029 01/01/2015 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44 .22 21.50 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 40.20 21.50 ---------------------------------------------------------------- 7 J J WA160001 Modification 0 -, Federal Wage Determinations for Highway Construction a F- P age 8 L' r— ELEC0073-001 07/01/2015 L ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN r. COUNTIES L Rates Fringes r L CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 34 .10 16.68 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 31.00 16.68 r, ---------------------------------------------------------------- ELE00076-002 09/01/2014 L GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON r COUNTIES L Rates Fringes L CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 37.94 23 .36 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 34.49 23 .36 r ---------------------------------------------------------------- ELEC0112-005 06/01/2015 L. ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA r WALLA, YAKIMA COUNTIES L Rates Fringes L CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 40.74 18.65 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 38.80 18.59 ' ---------------------------------------------------------------- L ELECO191-003 06/01/2014 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES L Rates Fringes F. CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44.23 17.73 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . 40.21 17.73 L ---------------------------------------------------------------- ELEC0191-004 06/01/2014 L CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes L. CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 40.82 17.63 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 37.11 17.63 r ---------------------------------------------------------------- L F L. F L- WA160001 Modification 0 Federal Wage Determinations for Highway Construction L Page 9 ENGI0302-003 06/01/2014 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 PROJECTS: CATEGORY A PROJECTS (EXCLUDES CATEGORY B PROJECTS, AS SHOWN BELOW) Zone 1 (0-25 radius miles) : Rates Fringes Power equipment operators: Group 1A. . . . . . . . . . . . . . . . . . .$ 38.39 17.39 Group 1AA. . . . . . . . . . . . . . . . . .$ 38.96 17.39 Group 1AAA. . . . . . . . . . . . . . . . .$ 39.52 17.39 Group 1. . . . . . . . . . . . . . . . . . . . .$ 37.84 17.39 Group 2. . . . . . . . . . . . . . . . . . . . .$ 37.35 17.39 Group 3. . . . . . . . . . . . . . . . . . . . .$ 36.93 17.39 Group 4. . . . . . . . . . . . . . . . . . . . .$ 34 .57 17.39 Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS J GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments) -� 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 J 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 J 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 J 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 J on rubber tired earth moving equipment; Rollagon; Scrapers-self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type -J WA160001 Modification 0 Federal Wage Determinations for Highway Construction r1 Page 10 L L, GROUP 2 - Barrier machine (zipper) ; Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with F_ 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 r 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, r Caterpillar, Barbar Green; Scraper-self propelled, hard L tail end dump, articulating off-road equipment-under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; r Transfer material service machine-shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; L Truck Mount portable conveyor; Yo Yo Pay dozer F_ GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; L 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 r Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine-laser screed; Cranes-A frame-10 tons L 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 F than plant mix; Wheel Tractors, farmall type; L Shotcrete/gunite equipment operator F' L F_ L L L WA160001 Modification 0 Federal Wage Determinations for Highway Construction L I J Page 11 Category B Projects: 95% of the basic hourly reate for each group plus full fringe benefits applicable to category A projects shall apply to the following projects. 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 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. Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) - $ .70 Zone 3 (Over 45 radius miles) - $1.00 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima a J —1 i WA160001 Modification 0 Federal Wage Determinations for Highway Construction r Page 12 r POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom . (including jib with attachments) L GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments) ; Tower crane over 175 ft in r height, base to boom L GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom r (including jib with attachments) ; Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height L_ base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments r GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft L of boom (including jib with attachments) ; Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; r Excavator, shovel, backhoes over 3 yards and under 6 yards; L Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 r yards; Mucking machine, mole, tunnel, drill and/or shield; L 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 L GROUP 2 - Barrier machine (zipper) ; Batch Plant Operaor- r Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-overhead, bridge type-20 tons through 44 L tons; Chipper; Concrete Pump-truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power) ; r- Drilling machine; Excavator, shovel, backhoe-3 yards and L 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 L patrol graders-finishing; Piledriver (other than crane mount) ; Roto-mill,roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar L Green; Scraper-self propelled, hard tail end dump, articulating off-road equipment-under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material r service machine-shuttle buggy, blaw knox-roadtec; Truck crane L oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer r L_ L r L r L WA160001 Modification 0 Federal Wage Determinations for Highway Construction r L Page 13 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 J Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under 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 CATEGORY B PROJECTS: 95% OF THE BASIC HOURLY RATE FOR EACH GROUP PLUS FULL FRINGE BENEFITS APPLICABLE TO CATEGORY A PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS. 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 including, but utilities excluded. 3. Marine projects (docks, wharfs, ect.) less than $150, 000 . HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designed 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 A waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing. -A 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 $.75 per hour. ---------------------------------------------------------------- J WA160001 Modification 0 Federal Wage Determinations for Highway Construction F Page 14 F' ENG10370-002 06/01/2015 L ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) , COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH L. MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES F ZONE 1: r- Rates Fringes L_ POWER EQUIPMENT OPERATOR GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 26.16 13.55 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 26.48 13.55 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 27.09 13.55 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 27.25 13.55 F_ GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 27.41 13.55 L GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 27.69 13.55 GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 27.96 13.55 GROUP 8. . . . . . . . . . . . . . . . . . . . .$ 29.06 13.55 L ZONE DIFFERENTIAL (Add to Zone 1 rate) : Zone 2 - $2.00 F Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; L Lewiston, Idaho r Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho L POWER EQUIPMENT OPERATORS CLASSIFICATIONS F GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors L (under 2000 CFM, gas, diesel, or electric power) ; Deck Hand; Fireman & Heater Tender; Hydro-seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; L_ Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or F_ Compacting Vibrator) , except when pulled by Dozer with L operable blade; Welding Machine; Crane Oiler-Driver (CLD required) & Cable Tender, Mucking Machine F_ L F L F- L F_ L. r L_ WA160001 Modification 0 Federal Wage Determinations for Highway Construction r- L } Page ( 15 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 GROUP 4: Concrete Pumps (squeeze-crete, flow-Crete, pump- J 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) r WA160001 Modification 0 Federal Wage Determinations for Highway Construction F- Page 16 f GROUP 5: Backhoe (under 45, 000 gw) ; Backhoe & Hoe Ram (under L 3/4 yd. ) ; Carrydeck & Boom Truck (under 25 tons) ; Cranes (25 tons & under) , all attachments including clamshell, r, 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) ; r Refrigeration Plant Engineer (1000 tons & over) ; Signalman (Whirleys, Highline Hammerheads or similar) ; Grade Checker r, GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade L: 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) ; L, Blade Operator (motor patrol & attachments) ; Cable Controller (dispatcher) ; Compactor (self-propelled with blade) ; Concrete Pump Boom Truck; Concrete Slip Form Paver; r Cranes (over 25 tons, to and including 45 tons) , all L; attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill r, Doctor; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds. ) ; Multiple Dozer Units with single blade; Paving L` Machine (asphalt and concrete) ; Quad-Track or similar equipment; Rollerman (finishing asphalt pavement) ; Roto Mill (pavement grinder) ; Scrapers, all, rubber-tired; L, Screed Operator; Shovel (under 3 yds. ) ; Trenching Machines (7 ft. depth & over) ; Tug Boat Operator Vactor guzzler, r super sucker; Lime Batch Tank Operator (Recycle Train) ; Lime Brain Operator (Recycle Train) ; Mobile Crusher L Operator (Recycle Train) r- GROUP 7 : Backhoe (over 110, 000 gw) ; Backhoes & Hoe Ram (3 yds L; & 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 L. 85 tons) , all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over) ; Elevating Belt r (Holland type) ; Heavy equipment robotics operator; Loader L (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, L ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar) ; Ultra High F: Pressure Wateriet Cutting Tool System Operator (30,000 psi) ; Vacuum Blasting Machine Operator r' L L L WA160001 Modification 0 Federal Wage Determinations for Highway Construction r- L Page 17 i_J 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 $1.00 an hour above classification. ---------------------------------------------------------------- ENGI0612-012 06/01/2014 LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles) : _ Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A. . . . . . . . . . . . . . . . . . .$ 38.39 17.40 GROUP 1AA. . . . . . . . . . . . . . . . . .$ 38.96 17.40 GROUP 1AAA. . . . . . . . . . . . . . . . .$ 39.52 17.40 GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 37.84 17.40 GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 37.35 17.40 J GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 36.93 17.40 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 34 .57 17.40 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 _J J u WA160001 Modification 0 Federal Wage Determinations for Highway Construction Page 18 POWER EQUIPMENT OPERATORS CLASSIFICATIONS L; GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom 7 (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 n 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 n work; Excavator, shovel, backhoes over 3 yards and under 6 LL.i 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 II 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 L; GROUP 2 - Barrier machine (zipper) ; Batch Plant Operator- r concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-Overhead, bridge type, 20 tons through L 44 tons; Chipper; Concrete pump-truck mount with boom attachment; Crusher; Deck engineer/deck winches (power) ; Drilling machine; Excavator, shovel, backhoe-3 yards and L under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 F1 yards; Loaders-plant feed; Locomotives-all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; L Piledriver (other than crane mount) ; Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; L 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 L oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay LLB L: WA160001 Modification 0 Federal Wage Determinations for Highway Construction L ' Page 19 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 J 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 a 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. J H-4 Class "A" Suit - Base wage rate plus $2.00 per hour. ---------------------------------------------------------------- WA160001 Modification 0 Federal Wage Determinations for Highway Construction Page ( 20 ENGI0701-002 01/01/2015 L CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, AND r. WAHKIAKUM COUNTIES L POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes r POWER EQUIPMENT OPERATOR GROUP I. . . . . . . . . . . . . . . . . . . . .$ 39.47 14.10 L GROUP 1A. . . . . . . . . . . . . . . . . . . .$ 41.44 14.10 GROUP 1B. . . . . . . . . . . . . . . . . . . .$ 43 .42 14.10 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 37.58 14.10 L GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 36 .44 14.10 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 35.36 14.10 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 34 .13 14.10 GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 30.94 14.10 L Zone Differential (add to Zone 1 rates) : F- Zone 2 - $3 . 00 L Zone 3 - $6.00 F- L r" L r L L L F L. r-' L. L. �T L. WA160001 Modification 0 Federal Wage Determinations for Highway Construction r L Page 21 ry 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 J 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. 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. J A y J WA160001 Modification 0 Federal Wage Determinations for Highway Construction r- Page 22 POWER EQUIPMENT OPERATORS CLASSIFICATIONS L Group 1 Concrete Batch Plan and or Wet mix three (3) units or more; Crane, Floating one hundred and fifty (150) ton but less L than two hundred and fifty (250) ton; Crane, two hundred (200) ton through two hundred ninety nine (299) ton with two hundred foot (2001 ) boom or less (including jib, inserts and/or attachments) ; Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred r (2001 ) boom Including jib, inserts and/or attachments) ; Crane, Tower Crane with one hundred seventy five foot (1751 ) tower or less and with less than two hundred foot (2001 ) jib; Crane, Whirley ninety (90) ton and over; r^ Helicopter when used in erecting work L 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 (2001 ) boom L (including jib, inserts and/or attachments) ; Crane, three hundred (300) ton through three hundred ninety nine (399) r- ton; Crane, Tower Crane with over one hundred seventy five L foot (1751 ) tower or over two hundred foot (2001 ) jib; Crane, tower Crane on rail system or 2nd tower or more in work radius r Group 1B L Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (2001 ) boom r (including jib, inserts and/or attachments) ; Floating crane, three hundred fifty (350) ton and over; Crane, four L hundred (400) ton and over Group 2 Asphalt Plant (any type) ; Asphalt Roto-Mill, pavement L profiler eight foot (81 ) lateral cut and over; Auto Grader or "Trimmer"; Blade, Robotic; Bulldozer, Robotic Equipment r (any type) ; Bulldozer, over one hundred twenty thousand (120, 000) lbs. and above; Concrete Batch Plant and/or Wet L 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 L_ Truck fifty (50) ton and with over one hundred fifty foot (1501 ) boom and over; Crane, Floating (derrick barge) F thirty (30) ton but less than one hundred fifty (150) ton; Crane, Cableway twenty-five (25) ton and over; Crane, L_. Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton r- up to and including two hundred foot (2001 ) of boom (including jib inserts and/or attachments) ; Crane, fifty (50) ton through eighty nine (89) ton with over one hundred fifty foot (1501 ) boom (including jib inserts and/or attachments) ; Crane, Whirley under ninety (90) ton; Crusher L Plant; Excavator over one hundred thirty thousand (130, 000) lbs. ; Loader one hundred twenty thousand (120,000) lbs. and F above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater L- Equipment remote or otherwise, when used in construction work; Wheel Excavator any size L WA160001 Modification 0 Federal Wage Determinations for Highway Construction r L Page 23 _J 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 (1501 ) boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (1501 ) 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. Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement ' profiler, under eight foot (81 ) 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 (1001 ) in height and less than one hundred fifty foot (1501 ) 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 ry Dozers and Pushers; Scraper, all types; Side-Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar -a type) ; Surface Heater and Planer; Tractor, rubber-tired, over fifty (50) HP Flywheel; Trenching Machine three foot (31 ) depth and deeper; Tub Grinder (used for wood debris) ; WA160001 Modification 0 Federal Wage Determinations for Highway Construction r Page 24 Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine; L_ Ultra High Pressure Water Jet Cutting Tool System Operator; Vacuum Blasting Machine Operator; Water pulls, Water wagons � . Group 5 Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt L. 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 L` Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one r thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, L Combination Mixer and compressor operator, gunite work; Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb r 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 (81 ) or less; r Concrete, Planer; Concrete, Pump; Concrete, Pump Truck; L Concrete, Pumperete Operator (any type) ; Concrete, Slip Form Pumps, power driven hydraulic lifting device for r 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 r Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist L Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20, 000) lbs. ; Hydraulic r Backhoe wheel type (any make) ; Laser Screed; Loaders, rubber-tired type, less than twenty five thousand (25, 000) L 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 L (any size) ; Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser) ; Sweeper Self-Propelled; r Tractor, Rubber-Tired, fifty (50) HP flywheel and under; Trenching Machine Operator, maximum digging capacity three L foot (31 ) depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc. Group 6 L Asphalt, Pugmill (any type) ; Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler; r Boatman; Bobcat, skid steed (less than one (1) yard) ; L 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; L 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 L ---------------------------------------------------------------- F L WA160001 Modification 0 Federal Wage Determinations for Highway Construction r L Page 25 IRON0014-005 07/01/2015 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 32.76 23 .19 ---------------------------------------------------------------- _.J IRON0029-002 07/01/2015 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 34.12 23 .04 ---------------------------------------------------------------- IRON0086-002 07/01/2015 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 32.76 23.19 ---------------------------------------------------------------- IRON0086-004 07/01/2015 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 40.04 23. 19 ---------------------------------------------------------------- -J J i J J J WA160001 Modification 0 Federal Wage Determinations for Highway Construction __l r Page 26 L. F- LAB00001-002 06/01/2014 L ZONE 1: , Rates Fringes Laborers: CALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN) , PIERCE, SAN JUAN,SKAGIT, SNOHOMISH,THURSTON AND WHATCOM COUNTIES L. GROUP 1. . . . . . . . . . . . . . . . . . . .$ 22 .49 10.30 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 25.79 10.30 r GROUP 3. . . . . . . . . . . . . . . . . . . .$ 32 .29 10.30 L GROUP 4. . . . . . . . . . . . . . . . . . . .$ 33 .08 10.30 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 33.62 10.30 r CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN) , KITTITAS AND YAKIMA L COUNTIES r GROUP 1. . . . . . . . . . . . . . . . . . . .$ 18.95 10.30 L GROUP 2. . . . . . . . . . . . . . . . . . . .$ 21.76 10.30 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 23.85 10.30 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 24.43 10.30 r GROUP 5. . . . . . . . . . . . . . . . . . . .$ 24.85 10.30 L BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, r TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective r city hall L ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall r ZONE 3 - More than 45 radius miles from the respective city hall L ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : r ZONE 2 - $1.00 L ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA r L ZONE 1 - Projects within 25 radius miles of the respective city hall r ZONE 2 - More than 25 radius miles from the respective city hall L ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : r ZONE 2 - $2.25 L r L F.. L WA160001 Modification 0 Federal Wage Determinations for Highway Construction Page 27 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 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; Ri Ra Person; Riggers; p p ggers; 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) ; J 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 J 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) . ---------------------------------------------------------------- a WA160001 Modification 0 Federal Wage Determinations for Highway Construction r- Page 28 r LAB00238-004 06/01/2014 L PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th r- Meridian) , FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA L SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES r L. Rates Fringes r LABORER (PASCO) L. GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 22.25 10.95 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 24.35 10.95 r GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 24.62 10.95 L GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 24.89 10.95 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 25.17 10.95 LABORER (SPOKANE) r GROUP I. . . . . . . . . . . . . . . . . . . . .$ 21.95 10.95 L. GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 24.05 10.95 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 24.32 10.95 r- GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 24.59 10.95 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 24.87 10.95 L Zone Differential (Add to Zone 1 rate) : $2. 00 L BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2 : 45 radius miles and over from the main post office. L F- L F L r` L L. r- L F- L L. f' L_ WA160001 Modification 0 Federal Wage Determinations for Highway Construction L ' Page 29 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 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) WA160001 Modification 0 Federal Wage Determinations for Highway Construction _ Page 30 L r- 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; r- Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete L stacks for smoke or fume control above 40 feet high) ; Gunite (to include operation of machine and nozzle) ; r 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 L concrete, laser beam operator and rigger on tunnels) ; Monitor Operator (air track or similar mounting) ; Mortar r Mixer; Nozzleman (to include jet blasting nozzleman, over L 1,200 lbs. , jet blast machine power propelled, sandblast nozzle) ; Pavement Breaker (90 lbs. and over) ; Pipelayer (to include working topman, caulker, collarman, jointer, r mortarman, rigger, jacker, shorer, valve or meter L installer) ; Pipewrapper; Plasterer Tender; Vibrators (all) r- 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 F beam operator on riases and shafts) L ---------------------------------------------------------------- r LAB00238-006 06/01/2014 L COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, F_ LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, L WHITMAN Rates Fringes r L. Hod Carrier. . . . . . . . . . . . . . . . . . . . . .$ 24.32 10.95 ---------------------------------------------------------------- r LAB00335-001 06/01/2013 L CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY C- WEST TO THE PACIFIC OCEAN) , SKAMANIA AND WAHKIAKUM COUNTIES r- Rates Fringes Laborers: L. ZONE 1: GROUP 1. . . . . . . . . . . . . . . . . . . .$ 28.65 10.05 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 29.25 10.05 L GROUP 3 . . . . . . . . . . . . . . . . . . . .$ 29.69 10.05 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 30.07 10.05 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 26.15 10.05 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 23.73 10.05 L GROUP 7. . . . . . . . . . . . . . . . . . . .$ 20.53 10.05 r L WA160001 Modification 0 Federal Wage Determinations for Highway Construction r L Page 31 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: GOLDENDALE, 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. '_J 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. L_J 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 J 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; J 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; • A Timber Faller and Bucker (hand labor) ; Toolroom Man (at job site) ; Tunnel Bullgang (above ground) ; Weight-Man- Crusher (aggregate when used) 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; _s Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime) ; Tool _J 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) ; J Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) WA160001 Modification 0 Federal Wage Determinations for Highway Construction r~ Page 32 GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill L.; Operators, air tracks, cat drills, wagon drills, rubber-mounted drills, and other similar types including at r 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 7 Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and L+ 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 r up, align; Laser Beam; Tunnel Miners; Motorman-Dinky Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel LJ GROUP 5: Traffic Flaggers 7 GROUP 6: Fence Builders L GROUP 7: Landscaping or Planting Laborers L; ---------------------------------------------------------------- LABO0335-019 09/01/2013 r Rates Fringes L' Hod Carrier. . . . . . . . . . . . . . . . . . . . . .$ 30.47 10 .05 ---------------------------------------------------------------- L: PAINOOOS-002 07/01/2015 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES L Rates Fringes Painters: STRIPERS. . . . . . . . . . . . . . . . . . . .$ 27.44 14.09 ---------------------------------------------------------------- L. PAIN0005-004 03/01/2009 F CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES r. L, Rates Fringes r PAINTER. . . . . . . . . . . . . . . . . . . . . . . . . .$ 20.82 7.44 ---------------------------------------------------------------- F L WA160001 Modification 0 Federal Wage Determinations for Highway Construction L A Page 33 PAIN0005-006 07/01/2015 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. . . . . . . . . . . .$ 28.15 10.85 Over 30'/Swing Stage Work. .$ 22.20 7.98 Brush, Roller, Striping, A Steam-cleaning and Spray. . . .$ 23 .05 10.85 Lead Abatement, Asbestos Abatement. . . . . . . . . . . . . . . . . . .$ 21.50 7.98 A *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ---------------------------------------------------------------- PAIN0055-003 07/01/2015 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes PAINTER Brush & Roller. . . . . . . . . . . . . .$ 22.47 10.13 High work - All work 60 ft. or higher. . . . . . . . . . . . . . .$ 23.22 10.13 Spray and Sandblasting. . . . . .$ 23 .07 10.13 ---------------------------------------------------------------- PAIN0055-006 11/01/2014 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes J Painters: HIGHWAY & PARKING LOT STRIPER. . . . . . . . . . . . . . . . . . . . .$ 33.43 11.08 ---------------------------------------------------------------- WA160001 Modification 0 Federal Wage Determinations for Highway Construction r Page 34 PLAS0072-004 06/01/2015 L ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, r FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES r-- L Rates Fringes CEMENT MASON/CONCRETE FINISHER ZONE 1. . . . . . . . . . . . . . . . . . . . . .$ 27.01 12.59 �- Zone Differential (Add to Zone 1 rate) : Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office L ---------------------------------------------------------------- PLAS0528-001 06/01/2015 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, L_ KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES L_. Rates Fringes r CEMENT MASON L_ CEMENT MASON. . . . . . . . . . . . . . . .$ 38.52 15 .43 COMPOSITION, TROWEL r" MACHINE, GRINDER, POWER L TOOLS, GUNNITE NOZZLE. . . . . . .$ 39.02 15.43 TROWLING MACHINE OPERATOR ON COMPOSITION. . . . . . . . . . . . . .$ 39.02 15.43 ---------------------------------------------------------------- PLAS0555-002 06/01/2015 F- CLARK, KLICKITAT AND SKAMANIA COUNTIES L ZONE 1: Rates Fringes L CEMENT MASON r CEMENT MASONS DOING BOTH COMPOSITION/POWER L' MACHINERY AND SUSPENDED/HANGING SCAFFOLD. .$ 30.58 18.18 CEMENT MASONS ON L SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD. . . . . . . . . . . .$ 30.58 18.18 CEMENT MASONS. . . . . . . . . . . . . . .$ 29.98 18.18 COMPOSITION WORKERS AND L POWER MACHINERY OPERATORS. . .$ 31.18 18. 18 F- L WA160001 Modification 0 Federal Wage Determinations for Highway Construction r-- L J Page 35 J Zone Differential (Add To Zone 1 Rates) : Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3 .00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, J SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the J respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- TEAM0037-002 06/01/2014 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: ZONE 1 GROUP 1. . . . . . . . . . . . . . . . . . . .$ 26 .90 14.37 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 27.02 14.37 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 27.15 14.37 J GROUP 4. . . . . . . . . . . . . . . . . . . .$ 27.41 14.37 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 27.63 14.37 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 27.79 14.37 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 27.99 14.37 Zone Differential (Add to Zone 1 Rates) : Zone 2 - $0 .65 J Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 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. J 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. J WA160001 Modification 0 Federal Wage Determinations for Highway Construction F Page 36 L r TRUCK DRIVERS CLASSIFICATIONS L GROUP 1: A Frame or Hydra lifrt truck w/load bearing r surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated) ; Concrete L 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 r Plant (manually operated) ; Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; L. Truck Mechanic Tender; Water Wagons (rated capacity) up to 3, 000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. r and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman r 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 L. mix truuks: over 5 cu. yds. and including 7 cu. yds. ; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3, 000 to 5, 000 gallons L 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 L 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 r Mechanic-Welder-Body Repairman; Utility and Clean-up Truck; L Water Wagons (rated capacity) over 5, 000 to 10, 000 gallons r GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom L 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 lam_ 15 cu. yds. ; Water Wagon (rated capacity) over 10, 000 gallons to 15,000 gallons r- GROUP 5 : Composite Crewman; Dump Trucks, side, end and L bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks L 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 r WA160001 Modification 0 L Federal Wage Determinations for Highway Construction r L Page 37 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) ---------------------------------------------------------------- TEAM0174-001 06/01/2015 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: . . . . . . . . . . . . . . . . . . .$ 32 .18 17.27 GROUP 2: . . . . . . . . . . . . . . . . . . .$ 31.34 17.27 GROUP 3: . . . . . . . . . . . . . . . . . . .$ 28.53 17.27 GROUP 4: . . . . . . . . . . . . . . . . . . .$ 23 .56 17.27 GROUP 5: . . . . . . . . . . . . . . . . . . .$ 31.73 17.27 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 WA160001 Modification 0 Federal Wage Determinations for Highway Construction J 7 Page 38 L r L GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; r Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, L Le Tourneau, Westinghouse, Athye wagon, Euclid two and four-wheeled power tractor with trailer and similar r 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; F_ Flatbed (Dual Rear Axle) ; Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; L Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar r- equipment; Swampers; Straddler Carrier (Ross, Hyster) and L. similar equipment; Team Driver; Tractor (small, rubber-tired) (when used within Teamster jurisdiction) ; Vacuum truck; Water Wagon and Tank trucks-less than 3, 000 r` gallons capacity; Winch Truck; Wrecker, Tow truck and L. similar equipment GROUP 3 - Flatbed (single rear axle) ; Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2 .00 per hour for onsite L work only) GROUP 4 - Escort or Pilot Car L GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is F required, shall be compensated as a premium, in addition to L the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as L Level A. Supplied air line is provided in conjunction with a chemical "splash suit. " r- LEVEL A: +$.75 per hour - This level utilizes a fully- L encapsulated suit with a self-contained breathing apparatus or a supplied air line. C" ---------------------------------------------------------------- L r L L L F, L WA160001 Modification 0 Federal Wage Determinations for Highway Construction r- L. r-, i� Page 39 r TEAM0690-004 01/01/2014 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND -a OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes SPOKANE ZONE CENTER: Adams,Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, 3 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. . . . . . . . . . . . . . . . . . . .$ 20.17 15.19 ' GROUP 2. . . . . . . . . . . . . . . . . . . .$ 22.44 15.19 GROUP 3 . . . . . . . . . . . . . . . . . . . .$ 22.94 15.19 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 23.27 15.19 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 23.38 15.19 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 23.55 15.19 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 24.08 15.19 GROUP 8 . . . . . . . . . . . . . . . . . . . .$ 24.44 15.19 AREA 2 GROUP I. . . . . . . . . . . . . . . . . . . .$ 21.77 15.19 GROUP 2 . . . . . . . . . . . . . . . . . . . .$ 24.31 15.19 GROUP 3 . . . . . . . . . . . . . . . . . . . .$ 24.42 15.19 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 24.75 15.19 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 24.86 15.19 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 25.02 15.19 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 25.56 15.19 GROUP 8. . . . . . . . . . . . . . . . . . . .$ 25.88 15. 19 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 a 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) WA160001 Modification 0 Federal Wage Determinations for Highway Construction r, Page 140 V n U 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; r Trucks, side, end, bottom & articulated end dump (over 6 L, yards to and including 12 yds. ) ; Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8, 000 gallons) n GROUP 5: Dumptor (over 6 yds. ) ; Lowboy (50 tons & under) ; L Self- loading Roll Off; Semi-Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete r (over 6 yds. to and including 10 yds. ) ; Trucks, side, end, L 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. ) Li GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift r (over 16, 000 lbs.) ; Dumps (Semi-end) ; Mechanic (Field) ; Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & L Trucks Hauling Concrete (over 10 yds. to & including 20 yds. ) ; Trucks, side, end, bottom and articulated end dump r (over 20 yds. to & including 40 yds. ) ; Truck and Pup; L Tournarocker, DWs & similar with 2 or more 4 wheel-power tractor with trailer, gallonage or yardage scale, whichever r is greater Water Tank Truck (8, 001- 14, 000 gallons) ; Lowboy(over 50 tons) L GROUP 7: Oil Distributor Driver; Stringer Truck (cable r, oeprated trailer) ; Transit Mixers & Trucks Hauling Concrete L (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 r 25 tons) ; L: GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, r, bottom and articulated end dump (over 100 yds.) ; Helicopter Pilot Hauling Employees or Materials ' Footnote A - Anyone working on a HAZMAT job, where HAZMAT r' certification is required, shall be compensated as a L premium, in additon to the classification working in as follows: LEVEL C-D: - $.50 PER HOUR (This is the lowest level of L protection. This level may use an air purifying respirator or additional protective clothing. r L WA160001 Modification 0 Federal Wage Determinations for Highway Construction r- L Page 141 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. 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) ) . ---------------------------------------------------------------- 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 A most current negotiated rate, which in this example is July 1, 2014 . Union prevailing wage rates are updated to reflect all rate -A changes in the collective bargaining agreement (CBA) governing this classification and rate. J WA160001 Modification 0 Federal Wage Determinations for Highway Construction J F, Page 42 L_' F7 Survey Rate Identifiers L_ 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 r 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 r" 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 r. new survey is conducted. L Union Average Rate Identifiers F Classification(s) listed under the UAVG identifier indicate L that no single majority rate prevailed for those classifications; however, 100% of the data reported for the r- 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 L' 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. r L F ---------------------------------------------------------------- L. r L: r L F L L F L WA160001 Modification 0 Federal Wage Determinations for Highway Construction F L �1 Page 43 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 Regional Office for the area in which the survey was conducted because those Regional Offices have 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: _A 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 J (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 a _a WA160001 Modification 0 Federal Wage Determinations for Highway Construction r Page 44 r The request should be accompanied by a full statement of the L interested party's position and by any information (wage payment data, project description, area practice material, r, etc. ) that the requestor considers relevant to the issue. L, 3 . ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative r Review Board (formerly the Wage Appeals Board) . Write to: Administrative Review Board r U.S. Department of Labor 200 Constitution Avenue, N.W. L Washington, DC 20210 4. ) All decisions by the Administrative Review Board are final. L r END OF GENERAL DECISION L. f L L r L r L - L r L r L r.. L F- L F- L r WA160001 Modification 0 Federal Wage Determinations for Highway Construction r L K E N T N•-� •� �� _� Agenda Item: Bids - 9F TO: City Council DATE: April 19, 2016 SUBJECT: Kent Regional Trails Connector - Award MOTION: Award the Kent Regional Trails Connector Project to Pivetta Brothers, Inc. in the amount of $ 1,186,225.00 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The Public Works Department competed for and was successful in obtaining a $1,125,368 federal grant for the Kent Regional Trails Connector project. This project will construct a new east-west multi-use trail connecting the existing Green River Trail to the Interurban Trail. The trail location will be adjacent to the Green River Natural Resources Area and will include the installation of rectangular rapid flashing beacons at 64th Avenue and 72"d Avenue and a new "HAWK" signal at the crossing of West Valley Highway and a new non-motorized bridge. The bridge will be constructed across Mill Creek on the east end connecting to the Interurban Trail. EXHIBITS: Memo dated March 15, 2016 RECOMMENDED BY: Public Works Director YEA: N/A NAY: N/A BUDGET IMPACTS: Funding for this work will be provided by a federal grant from the Federal Highway Administration (FHWA) for $1,125,368.00. The City's funding match is $176,635.00. //r\�, REQU F RS SIGNHTURE �N ion Ue rv-coo per •. .• � �aunrvuurs nm.e no�tmm a� `�/.� aWr'.rvarkM dr o e on t r 55u 6aM1e" mie KAeu s VFNOPRxAbE wmron r rxn eas P ve119 Bro1 p onsWct'o�� ...`„' d/Y�n�ta F e�rtEaplana (..Document. mtxtRenetl� agreemmtw otM1Qrseonst enrt xee�o�a *rea bwalk,.xa� ri�aue�e brow ��NT LAW DEP7: � 281fo