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AG 15-074 RETURN TO: Cu/Ora,lCu/Ora, EXT: 2"'t o 3 Ovn CITY OF FEDERAL WAY LAW DEPARTMENT ROUTING FORM 1. ORIGINATING DEPT/DIV: PUBLIC WORKS/ ST 2. ORIGINATING STAFF PERSON:'.)dri Y r h EXT: '2-72-1 3. DATE REQ.BY: 4. TYPE OF DOCUMENT(CHECK ONE): /// ',CONTRACTOR SELECTION DOCUMENT(E.G.,AD' P,RFQ) g 15.001 X PUBLIC WORKS CONTRACT ❑ SMALL OR LIMITED PUBLIC WORKS CONTRACT ❑ PROFESSIONAL SERVICE AGREEMENT ❑ MAINTENANCE AGREEMENT ❑ GOODS AND SERVICE AGREEMENT ❑ HUMAN SERVICES/CDBG ❑ REAL ESTATE DOCUMENT ❑ SECURITY DOCUMENT(E.G.BOND RELATED DOCUMENTS) ❑ ORDINANCE ❑ RESOLUTION ❑ CONTRACT AMENDMENT(AG#): ❑ INTERLOCAL ❑ OTHER Q A om.�(,� L 5. PROJECT NAME: 2015 I T AM( • PYPee 6. NAME OF CONTRACTOR: A _��' �e�t �� I L As.e TTrnrnI� ''GG ADDRESS: �S j ! -2111 .� IM �[..T,yr TELEPHONE:I KJ 5M-__ 5�i0 E-MAIL: FAX: SIGNATURE NAME: DAY, W OOLc$k-err TITLE:' rria- 1M Qr 7. EXHIBITS AND ATTACHMENTS:❑ SCOPE,WORK OR SERVICES ❑ COMPENSATION ❑ INSURANCE REQUIREMENTS/CERTIFICATE ERTIFICATE ❑ ALL OTHER REFERENCED EXHIBITS ❑ PROOF OF AUTHORITY TO SIGN ❑ REQUIRED LICENSES ,r❑ PRIOR CONTRACT/AMENDMENTS CFW LICENSE#60-g01g(I BL,EXP. 12/31/16 UBI#(QOt•(a0.Q'�{-7 ,EXP. 212 11(0 8. TERM: COMMENCEMENT DATE: / 1 B D tP, 9'15 COMPLETION DATE:06- 31 ..2D 15 9. TOTAL COMPENSATION:$ j 41-02,1120 // �/,16D• (INCLUDE EXPENSES AND SALES TAX,IF ANY) (IF CALCULATED ON HOUR.LY LABOR CHARGE-ATTACH SCHEDULES OF EMPLOYEES TITLES AND HOLIDAY RATES) 1 REIMBURSABLE EXPENSE: ❑YES ❑NO IF YES,MAXIMUM DOLLAR AMOUNT: $ IS SALES TAX OWED: ❑YES ❑NO IF YES,$ PAID BY: ❑CONTRACTOR ❑CITY K PURCHASING: PLEASE CHARGE To: 10A•L4LQ0• ✓1-•0/6. 3• `035 10. DOCUMENT/CONTRACT REVIEW CLNITIA)DAT REVIEWED INITIAL/DATE APPROVED 1,PROJECT MANAGER //�� I VC DIVISION MANAGER 12.1�1bA y DEPUTY DIRECTOR ' DIRECTOR ❑ RISK MANAGEMENT (IF APPLICABLE) $ �AA)1q LAW DEPT vl 11. COUNCIL APPROVAL(IF APPLICABLE) COMMITTEE APPROVAL DATE: COUNCIL APPROVAL DATE: 12. CONTRACT SIGNATURE ROUTING 3/2_14115 IC SENT TO VENDOR/CONTRACTOR DATE SENT:511/4)16 DATE REC'D: )(ATTACH: SIGNATURE AUTHORITY, .URA E CERTIFICATE,LICENSES,EXHIBITS X- 0, ..i,st i 1� A J9 I a, IAL/DATE SIGNED 312-7 J�' LAW DEPT VI '7��S- i � SIGNATORY(MAy9Y ) %CITY CLERK F:OWL/IL Ass IGNEDAG# AG# MR X SIGNED COP^YRjTU�RNED DATE SENT: 2Ut RETURNIRIGINALS COMMENT EXECUTE"0_'ORIGINALS g I u1 r OIL *1:I Iii^�i>�u=:� _�11�. li ORIGINAL CONTRACT#1 • • CITY OF. ._„ ' ....i Fe'dera `•WO...., - - - , . :. . , . •BIDAND:CONTRACT DOCUMENTS AND'y f• SPECIFICATIONS 2015 ASPHALT OVERLAY PROJECT : . ..: .....:". .:.'•. • • ''''. ,:.•.•''' - 'l..... ... •••',......:....... ..... ' -..'•... . ' '......•'. ' :;.;•••••"• ''' ..I.'I..:..... .::• '''''..... ...•;..':::'1':'::•...::. ::''': . RFB #'15-001..• . . _ .. City of Federal Way. ' PUBLIC WORKS.DEPARTMENT . 33325•Ei h.th Avenue South +r Federal Way, 'WIT.-••98003 . Mai ling Address: City of Federal Way_ . PUBLIC WORKS DEPARTMENT • Federal•Way, WA • 98003-6325 • ;•,��.�:n, .:*r+•:=:of+n, �:ca:::�:::.,r+.c+:ax�.�:n:oT.�'•! 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Y. ,/r:� r+r• /�F�F^:f%f�::f::.r• 1......��%r?f.:•f+ rr�i':4:r••:.rF:.>•r!%:�lr .� ..«.r:.......rrr,i� F` F.`r'F` .. : x �f.•ib..�. �r�l %Y ...:.., ..r..::. ,.r,. ::•,:4:++U�{ �: .'Y:i�<;dF<.:<':4:::'� ,<.._..i�;f i{:%i J....re 'I: :%r f,.l... :;:+y:4i;G E::£f'�w:•<•.,,.•ru"/„�.•`•'''.''v{�r.'•`;:�i:•:2y+.U.fi>a.rr:{�,••cf..,+lrf Fr.Y�,r.,,•,.w�, �,.J.:,.,::,•::fw:/rz:..•:�:•/. . •�' t:.:.r."u+.< '�: � 'reM:rGr BID AND CONTRACT DOCUMENTS AND SPECIFICATIONS FOR 2015 ASPHALT OVERLAY PROJECT RFB #15-001 Bids Accepted Until 10:00 a.m., February 11, 2015 Bids Opened 10:10 a.m., February 11, 2015 AT: City of Federal Way City Hall Hylebos Conference Room 33325 Eighth Avenue South Federal Way, WA 98003 Prepared By: PUBLIC WORKS DEPARTMENT CITY OF FEDERAL WAY, WASHINGTON ;:;;.,-+:•:•:^r:sr.•,,.�•>::.:•:-� i r' > .:�,:'•T, ;:s:e;'°;::��..�...a----�-t----- .:�.-.�r.:,:g:-r-;;x:r f t: _i F T'.. } r� �...'�r�rr.,. :..3.,Tr.r.:.,.!; . l...if....:.f..: •rF:r:.:F:vf:%a•::::: .:r•.. •:. •,>:::.;::f ..r ..C: ..4.r:.f rC J a .i. f:::f.9...:..•:::.... .ny.;.;•:.;.::.rr F, ..:... r...{:rr+J.>.i...;;.. .:{.. ,r:+::::•:<••:,r.u:.:�:•.>.r•:r•::::....JJ::::..::.. ..,:.:rri»•r.•.'•r.G ::.+r:/•.. .4:.. .•:f :/.!/.h.:.::....::J:.•:..... ..<:. r.r:::.::..... :Y�:{>v:+:+r>:»>.� ./... ff..:.: .:5�:: +i•rri 4'/.G r�`!•:�:{::r ::r::r,•.Gf. r...C•....4+:. .F.{.,£•S:.»>}v:;•.y:f�;:..F... :::J:::.::,y,:.�r.,;Y:::.. •:..F.+;'Fi,fF :••Fi:.... •.�•F rrr:::::>i::Firfi•{•:{G>' . .:. : F nff.r fix. J.r.. rJ Sl:�`li+fSf�}`•:::�:r: .:�:: •:Y.•:{F.F: �f. rc..f::::•:1:....::•:..:v;r ..::x.r r.{+f.++:;i'l:'.?.: ::••::•.,........ ....:.::r.•:�:r� ::F.••:: ny"f.�?'f.f{i�fi.:f... r. r::F,.;.:.q.v+:::Fi::•lrlra.l::.....r.r.F.r/,..,y:,fr•`��r.... .rr:.r:r,.,...;.r: .f,:�r,..f. J.W::• !;Yv u.•�. r:..�,..i.':h+s:% �e••�+<:;cic._.—urv.,...e.�.<�f�'�•:.�.`cG::vi:&"..:ueu..�<`slF::e�c<c:: :,.4uL�e Y„J....:v', :e ......:FF...,. ...... . •,.�r..r Gis:,�eC:•:u...•,r..:.S:�+�,,.•..1.•:: lr,•.: ::..:.:r.,:::io�s:.,u - City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 2 2015 RFB ver. 1-08 TABLE OF CONTENTS PAGE PUBLIC NOTICE— REQUEST FOR BIDS 4 BIDDER'S CHECKLIST 7 SECTION 1: INSTRUCTIONS TO BIDDERS 9 SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS 16 NO BID RESPONSE FORM (Attachment A) 22 BID FORM (Attachment B) 23 BID SCHEDULE (Attachment C) 25 BID SIGNATURE PAGE (Attachment D) 31 BID BOND FORM (Attachment E) 32 SUBCONTRACTOR LIST(Attachment F) 33 COMBINED AFFIDAVIT AND CERTIFICATION FORM (Attachment G) 34 CONTRACTOR'S COMPLIANCE STATEMENT(Attachment H) 36 PUBLIC WORKS CONTRACT(Attachment I) 37 (with Exhibits A-H and Appendixes as attached) Exhibit A Notice of Completion Exhibit B Contract Change Order Agreement Exhibit C Contractor's Retainage Agreement Exhibit D Retainage Bond to the City of Federal Way Exhibit E Notice to Labor Unions of Other Employment Organizations Nondiscrimination in Employment Exhibit F Certificate(s) of Insurance Exhibit G Performance/Payment Bond Exhibit H Title VI Assurances INTRODUCTION TO THE SPECIAL PROVISIONS BLUE PAGES STANDARD PLANS AND DETAILS(APPENDIX A) WHITE PAGES BENEFIT CODE KEY AND PREVAILING WAGE RATES (APPENDIX B) ...YELLOW PAGES City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 3 2015 RFB ver. 1-08 CITY OF FEDERAL WAY REQUEST FOR BIDS 2015 ASPHALT OVERLAY PROJECT RFB # 15-001 SUBMITTAL OF SEALED BIDS: Notice is hereby given that the City of Federal Way, Washington, will receive sealed bids through February 11, 2015, until 10:00 a.m., at the City Hall Purchasing Office or by US Mail at City of Federal Way, Purchasing Office, 33325 8th Avenue South, Federal Way, Washington 98003. Proposals received after 10:00 a.m. on said date will not be considered. BID OPENING: All bids will be opened and read publicly aloud at 10:10 a.m. on Wednesday, February 11, 2015, at City Hall Hylebos Conference Room, 33325 8th Avenue South, Federal Way, Washington, for this RFB. All bid proposals shall be accompanied by a bid deposit by a cashier's or certified check, or Bid Bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into a contract and furnish satisfactory Performance Bond within the time stated in the specifications, the bid deposit or bond shall be forfeited to the City of Federal Way. DESCRIPTION OF WORK: This project shall consist of: The project shall consist of furnishing all materials, equipment, tools, labor, and other work or items incidental thereto (excepting any materials, equipment, utilities or service, if any, specified herein to be furnished by the Owner or others), for the construction, sequencing and traffic control plan for overlaying existing asphalt concrete pavement in up to five (5) different locations within the City of Federal Way. The work shall include but not be limited to: Hot Mix Asphalt pavement overlay (9,000 tons), roadway excavation, pavement repair, planing bituminous pavement, paving fabric, removal and replacement of curb & gutter, sidewalk, concrete approach, curb ramps, extruded curb, pedestrian refuge islands, pedestrian push button and foundation, traffic signal detection loops, channelization, restoration, utility adjustments work and all items necessary to complete the work as described in the Contract documents. The Contractor shall complete all work within 80 working days. The bidder is urged to check the plans and contract provisions carefully. All bid proposals shall be in accordance with the Instructions to Bidders and all other contract documents now on file in the Purchasing Office of the City of Federal Way. Bid documents may be obtained from the Purchasing Department at (253) 835-2526. Any questions concerning the description of the work contained in the contract documents must be directed to Jeff Huynh, Street Systems Engineer, by facsimile at (253) 835-2709, or by letter addressed to Jeff Huynh, Street Systems Engineer prior to bid opening date. PURCHASE OF BID DOCUMENTS: Bidders may purchase copies of the Bidding Documents (half-size plans) in person, or by mailing a Twenty-Five and no/100 Dollars ($25.00) (non-refundable) check or cashiers' check payable to the City of Federal Way, 33325 8th Avenue South, Federal Way, WA 98003-6325, phone (253) 835- City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 4 2015 RFB ver. 1-08 2526. If purchasing by mail, please indicate your request for Bidding Documents for RFB #15-001, 2015 Asphalt Overlay Project Informational copies of maps, plans, and specifications are available for review at the Public Works Department, Federal Way City Hall, 33325 8th Avenue South, Federal Way, Washington. Bidding Documents are also available for review at the following Plan Centers: Daily Journal of Commerce, Attn: Plancenter.com, 83 Columbia St, Suite 200, Seattle, WA 98104 Daily Journal of Commerce Project Center, 921 SW Washington St, Suite 210, Portland, OR 97205 McGraw Hill, 3461 NW Yeon Avenue, Portland OR 97210 Cora Inc. — Plan Center, 10002 Aurora Avenue North, #36, PMB 334, Seattle, WA 98133 Reed Construction Data, 30 Technology Parkway South, Suite 100, Norcross, GA 30092 Builders Exchange of Washington, 2607 Wetmore Avenue, Everett, WA 98201 Contractor Plan Center, 14625 SE 82nd Drive, Clackamas, OR 97015 Contractor's Resource Center, 2301 So Jackson Street, Suite 101B, Seattle, WA 98144 iSqFt Planroom, d o Cascade A&E 235 9th Ave North, Seattle, WA 98109 —oregon- washington@)isgft.com The City, 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 C.F.R., Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 23 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. The City encourages minority and women-owned firms to submit bids consistent with the City's policy to insure that such firms are afforded the maximum practicable opportunity to compete for and obtain public contracts. The Contractor will be required to comply with all local, State, and Federal laws and regulations pertaining to equal employment opportunities. The City anticipates awarding this project to the successful bidder and intends to give Notice to Proceed as soon as the Contract and all required associated documents are executed in full. However, regardless of the date of award, or Notice to Proceed, the Contractor must complete all work under this project by October 31, 2015. RESERVATION OF RIGHTS: The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. No bidder may withdraw his bid after the hour set for the opening thereof unless the award is delayed for a period exceeding thirty (30) days. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 5 2015 RFB ver. 1-08 Dated the day of , 20_ . Dates of Publication: Daily Journal of Commerce: January 10, 2015 January 17, 2015 Federal Way Mirror: January 09, 2015 January 16, 2015 • City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 6 2015 RFB ver. 1-08 BIDDER'S CHECKLIST The bidder's attention is especially called to the following forms, which must be executed in full as required and submitted as part of the bid. Failure to comply shall result in rejection of any bid not so complying. ❑ Bid Form (Attachment B) The Bid Form shall be completed and fully executed, including filling in the total bid amount. ❑ Bid Schedule (Attachment C) The unit prices shall be set forth in the space provided. ❑ Bid Signature Page (Attachment D) The Bid Signature Page shall be filled in and fully executed by the bidder. ❑ Bid Bond Form (Attachment E) This form is to be executed by the bidder and the surety company unless a certified check is submitted with the bid. The amount of this bond or certified check shall not be less than five percent (5%) of the total bid amount and shall be shown in both words and figures. ❑ Subcontractor List (Attachment F) The Subcontractor List shall be filled in by the bidder. (This section may/may not apply) ❑ Combined Affidavit and Certification Form(Attachment G) This form must be subscribed to and sworn before a Notary Public and notarized. ❑ Contractor's Comaliance Statement(Attachment H) The Contractor's Compliance Statement shall be filled in and fully executed by the bidder. ❑ Contractor's Certificate of Registration The bidder shall provide a copy of Contractor's current registration with the State of Washington. ❑ Contractor's State Identification Numbers The bidder shall provide a copy of Contractor's current state unified business identifier number and, as applicable, an employment security department number and state excise tax registration number. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 7 2015 RFB ver. 1-08 SUCCESSFUL BIDDER'S CHECKLIST The following documents are to be executed and delivered to the City within ten (10) calendar days after the Bid is awarded: ❑ Public Works Contract (Attachment I) The successful bidder will fully execute and deliver to the City the 2015 Asphalt Overlay Project Public Works Contract ("Contract") from these Bid Documents. ❑ Contractor's Retainage Agreement or Retainage Bond (Exhibit C or D) The successful bidder will fully execute and deliver to the City the Contractor's Retainage Agreement or Retainage Bond. ❑ Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment (Exhibit E) If this applies, the successful bidder will sign and post copies of this Notice in conspicuous places available to employees or applicant for employment. ❑ Certificate of Insurance(Exhibit F) The successful bidder will provide a Certificate of Insurance evidencing the insurance requirement set forth in the Contract. ❑ Performance/Payment Bond (Exhibit G) The successful bidder will provide a fully executed Performance/Payment Bond as appropriate. ❑ Business License The successful bidder will provide a copy of a current Business License with the City of Federal Way. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 8 2015 RFB ver. 1-08 SECTION 1: INSTRUCTIONS TO BIDDERS 1-1 Time and Place for Submission and Opening of Bids Sealed bids must be submitted by 10:00 a.m. local time on February 11, 2015, to the Purchasing Office of the City of Federal Way (the "City"), located on the second floor of City Hall, or received by US Mail at City of Federal Way, Purchasing Office, 33325 Eighth Avenue S, Federal Way, Washington, 98003-6325, and will be publicly opened and read aloud in City Hall Hylebos Conference Room on February 11, 2015, at 10:10 a.m. local time. The City's Purchasing Coordinator must receive the sealed bid before the time and date specified in order to be considered. Telex or facsimile bids will not be accepted. The bidder accepts all risks of late delivery of mailed bids or of misdelivery regardless of fault. Late bids will be returned unopened. If, after reviewing this document the bidder chooses not to submit a bid, the bidder may complete and return the "No Bid Response Form" provided as Attachment "A" by the date and time indicated above. 1-2 Bid Form Bids shall be made on the "Bid Form", Attachment "B" issued by the City as part of these contract documents, without reservation or amendment. Bids must be typewritten or printed in ink. Upon completion, the Bid Form and the bid bond or certified check and any requested information shall be placed in a sealed envelope. On the outside of the envelope, place the bid name, bid number and the time bids are due. 1-3 Bid Signature All bids shall give the total bid price and shall be signed in ink by the bidder or their authorized representative, with the address. If the bid is made by an individual, the name, signature, and address must be shown. If the bid is made by a firm or partnership, the name and address of the firm or partnership and the signature of at least one of the general partners must be shown. If the bid is made by a corporation, the bid shall show the title of the person authorized to sign on behalf of the corporation, his or her title and the address. The City reserves the right to request documentation showing the authority of the individual signing the bid to execute contracts on behalf of anyone, or any entity, other than himself/herself. Refusal to provide such information upon request may cause the bid to be rejected as nonresponsive. 1-4 Bid Withdrawal Due to Error Bids may not be withdrawn due to a claim of error in a bid unless written notice of such claim and supporting evidence for such claim including cost breakdown sheets are delivered to the City within forty-eight (48) hours prior to the opening of bids. 1-5 Modification of Bid A modification of a bid already received will be considered only if the modification is received prior to the time announced for bid opening. All modifications shall be made in writing, executed and submitted in the same form and manner as the original bid. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 9 2015 RFB ver. 1-08 1-6 Examination of Bid and Contract Documents— Bidder Responsibilities The submission of a bid shall constitute an acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the bid and contract documents and has reviewed and inspected all applicable federal, state and local statutes, regulations, ordinances and resolutions dealing with or related to the equipment and/or services to be provided herein. The failure or neglect of a bidder to examine such documents, statutes, regulations, ordinances or resolutions shall in no way relieve the bidder from any obligations with respect to the bidder's bid or the contract documents. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any contract documents, statutes, regulations, ordinances or resolutions. Bidders shall visit delivery and service locations(s) as required. Bidders shall become familiar with and verify any environmental factors, which may impact current or future prices for this requirement. 1-7 Interpretation of Bid and Contract Documents No oral interpretations will be made to any bidder as to the meaning of the bid or contract documents and no oral communications will be binding upon the City. Requests for an interpretation shall be made by facsimile, or by mail and delivered to the Purchasing Coordinator of the City at the address indicated in Section 1-1, at least ten (10) days before the date announced for opening the bids. Any interpretation deemed necessary by the City will be in the form of an addendum to the bid documents and when issued will be sent as promptly as is practical to all parties to whom the bid documents have been issued. All such addenda shall become part of the bid. 1-8 Addenda Each bid shall include acknowledgment of receipt and review of all addenda issued during the bidding period on the Bid Form. 1-9 Bid Price The bid price shall include everything necessary for the completion of the contract including, but not limited to, furnishing all materials, equipment, tools, freight charges, facilities and all management, superintendence, labor and service, except as may be provided otherwise in the contract documents. All Washington State sales tax and all other government taxes, assessments and charges shall be included in the various Bid item prices as required by law. The offer shall remain in effect ninety (90) days after the bid opening. In the event of a discrepancy between a unit price and an extended amount and/or the total price, the unit price will govern and the extended amount and/or total price will be corrected accordingly. However, downward correction of a bid, which would displace the apparent low bidder, will only be permitted if the error made and the intended bid price can be determined solely from the bid documents. 1-10 Postponement of Bid Opening The City reserves the right to postpone the date and time for the opening of bids by announcing such postponement at any time prior to the date and time announced in these documents. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 10 2015 RFB ver. 1-08 1-11. Rejection of Bids A. The City reserves the right to reject any bid for any reason including, but not limited to, the following: any bid which is incomplete, obscure, irregular or lacking necessary detail and specificity; any bid which omits a price on any one or more items on the Bid Form and Bid Schedule; any bid in which prices are unbalanced in the opinion of the City; any bid accompanied by insufficient or irregular bid bond; any bid from bidders who (in the sole judgment of the City) tack the qualifications and/or responsibility necessary to perform the work after considering the elements in Section 1-14.B; any bid for which a bidder fails or neglects to complete and submit any qualifications information within the time specified by the City and as may be otherwise required herein; and, any bid submitted by a bidder who is not registered or licensed as may be required by the laws of the State of Washington. B. The city further reserves the right to reject any portion of any bid and/or to reject all bids. In consideration for the City's review and evaluation of its bid, the bidder waives and releases any claims against the City arising from any rejection of any or all bids. 1-12 Alterations to Documents Prohibited Any addition, limitation or provision attached to the bid may render it informal or nonresponsive and cause its rejection. Alteration by erasure or interlineations must be explained or noted in the bid form over the signature of the bidder. No oral, telegraphic or telephonic bids or modifications will be considered. 1-13 Disqualification of Bidder If, in the opinion of the City, there is reason to believe that collusion exists among bidders, none of the bids of the participants in such collusion will be considered. All bidders are required to submit the Affidavit of Non-Collusion (Attachment G) with their bids. 1-14 Evaluation of Bids It is the intent of City to award a contract to the lowest responsive bid by a responsible bidder as evaluated by the City. The bidder may be required by the City to submit documentation demonstrating compliance with the criteria. A. Responsiveness — The bidder must complete all required forms and bid documents and provide all required and requested information. Refusal to provide such information may cause the bid to be rejected. The City will consider all the material submitted by the bidder to determine whether the bid is in compliance with the bid terms and documents and responsive to the requested work. B. Responsibility—The City will consider all the material submitted by the bidder, and other evidence it may obtain including information from previous project owners, to determine whether the bidder is responsible. The bidder must meet the following bidder responsibility criteria and supplemental bidder responsibility criteria to be considered a responsible bidder: 1. Mandatory Bidder Responsibility Criteria City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 11 2015 RFB ver. 1-08 a. Have a current certificate of registration as a contractor in compliance with chapter 18.27 RCW, which must have been in effect at the time of bid submittal; b. Have a current Washington Unified Business Identifier (UBI) number; c. If applicable: i. Have Industrial Insurance (workers' compensation) coverage for the bidder's employees working in Washington, as required in Title 51 RCW; ii. Have a Washington Employment Security Department number, as required in Title 50 RCW; iii. Have a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; d. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). 2. Supplemental Bidder Responsibility Criteria a. The bidder shall not have a record of excessive claims filed against the retainage, payment, or performance bonds for public works projects during the previous three years, that demonstrate a lack of effective management by the bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances acceptable to the City. b. The bidder shall have a reasonable history of successfully completed projects of'a similar size and scope as required by the contract documents for this project. The City will evaluate whether the projects were "successfully completed"and of a "similar size and scope." c. The bidder shall have evidence that it is able to begin and complete the work, and complete it in a timely fashion. • d. 3. As evidence that the bidder meets the supplemental bidder responsibility criteria in paragraph (B)(2) above, the apparent low bidder must submit the following documentation to the City within 48 hours of the bid opening. The City reserves the right to request such documentation from other bidders also. Refusal to provide such information upon request may cause the bid to be rejected. a. The bidder shall submit a list of the public works projects completed within the previous three years and include for each project the following information; the owner and contact information for the owner; a list of claims filed against the retainage, payment, or performance bond for any of the projects listed; a written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. b. The bidder shall submit a list of projects of similar size and scope to this project and include information about each project, including the following: the owner and contact information for the owner; the awarded contract amount; the final contract amount; a description of the scope of the project and how the project is similar to this project; the bidder's assessment of its performance of each project. The information should include any information regarding performance in the following areas; quality control; safety record; timeliness of performance; use of skilled personnel; management of subcontractors; availability of and use of appropriate equipment; compliance City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 12 2015 RFB ver. 1-08 with contract documents; management of submittals process, change orders, and close-out. c. The bidder shall furnish acceptable evidence of the bidder's current ability to perform, such as firm commitments by subcontractors, equipment, supplies and facilities, and the bidder's ability to obtain the necessary personnel. d. 4. If the City determines the bidder does not meet the bidder responsibility criteria in paragraph (B)(2) above and is therefore not a responsible bidder, the City shall notify the bidder in writing with the reasons for its determination. If the bidder disagrees with this determination, it may appeal the determination within 24 hours of receipt of the City's determination by presenting additional information to the City and meeting the requirements of section 1-20(B). The City will consider the additional information before issuing its final determination. If the final determination affirms that the bidder is not responsible, the City will not execute a contract with any other bidder until two business days after the bidder determined to be not responsible has received the final determination. C. Lowest Bid —The lowest bid shall be determined as set forth on the Bid Form. The acceptance of a bid will be evidenced by a Notice of Award. No other act of the City shall constitute acceptance of a bid. Within ten (10) days after receipt of Notice of Award, the bidder whose bid is accepted, shall furnish the required performance bond, certificate of insurance, execute the contract and perform all other acts required by the bid and contract documents as conditions precedent to formation of the contract. 1-15 Procedures When Only One Bid is Received In the event only a single responsive bid is received, the City reserves the right to conduct a price and/or cost analysis of such bid. The sole bidder shall provide such information, data and other documentation as deemed necessary by the City for such analysis. The City reserves the right to reject such bid. 1-16 Bid Documents Bidders are required to submit with the bid package the following: A. Attachment A— No Bid Response Form, if applicable. B. Attachment B— Bid Form. C. Attachment C— Bid Schedule. D. Attachment D— Bid Signature Page. E. Attachment E— Bid Bond Form. F. Attachment F—Subcontractor List. (May Not Apply) G. Attachment G—Combined Affidavit and Certification Form. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 13 2015 RFB ver. 1-08 H. Attachment H—Contractor's Compliance Statement. 1-17 Conflicts of Interest and Noncompetitive Practices By submitting a bid, the Contractor agrees as follows: A. Conflict of Interest — That it has no direct or indirect pecuniary or proprietary interest, that it shall not acquire any interest which conflicts in any manner or degree with the work, services, equipment or materials required to be performed and/or provided under this contract and that it shall not employ any person or agent having any such interests. In the event that the Contractor or its agents, employees or representatives hereafter acquires such a conflict of interest, it shall immediately disclose such interest to the City and take action immediately to eliminate the conflict or to withdraw from this contract, as the City may require. B. Contingent Fees and Gratuities 1. That no person or selling agency except bona fide employees or designated agents or representatives of the Contractor have been employed or retained to solicit or secure this contract with an agreement or understanding that a commission, percentage, brokerage, or contingent fee would be paid; and 2. That no gratuities in the form of entertainment, gifts or otherwise, were offered or given by the Contractor or any of its agents, employees or representatives, to any official, member or employee of the City or other governmental agency with a view toward securing this contract or securing favorable treatment with respect to the awarding or amending, or the making of any determination with respect to the performance of this contract. 1-18 Bid Security No bid will be considered unless accompanied by either a cashier's or certified check in an amount equal to five percent (5%) of the Total Bid Price as indicated on Attachment B, "Bid Form", or a bid bond in the form of Attachment E or a letter of credit for a like amount. The check or bond shall be payable to the City; it shall be forfeited as fixed and liquidated damages in case the bidder fails, neglects or refuses to enter into a contract for the faithful performance of said work (including the providing of any evidence of insurance and/or performance bond required herein), in the event the contract is awarded to them, within ten (10) days after the award is made. If a bid bond is submitted in lieu of a check, it shall be executed by a corporate surety authorized to transact business in the State of Washington and in the form prescribed in Attachment E, "Bid Bond". If a letter of credit is offered in lieu of a check or bidder's bond, it shall be issued as an irrevocable documentary letter of credit drawn on a banking institution licensed to do business in the State of Washington. The letter of credit shall include instruction and provisions prescribed in Attachment E, "Bid Bond". Any questions as to the qualification of the banking institution or instruction shall be submitted to the City at least ten (10) days prior to the bid submittal date. The check, bidder's bond or letter of credit shall be attached to the bid form. The City further reserves the right to hold all bids (and the accompanying bid security) from the date of the bid opening until the contract and any performance/payment bond are City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 14 2015 RFB ver. 1-08 • executed, provided that such period does not exceed ninety (90) days, and each bid shall remain effective during that period. 1-19 Performance/Payment Bond The bidder to whom the City has awarded this Contract will remove the Performance/Payment Bond (Exhibit G) attached to the Public Works Contract and deliver it to the City fully executed by the bidder and a surety company in the amount of one hundred percent (100%) of the contract price as security for the faithful performance of the work including the payment of all persons furnishing materials and performing labor on the work and all payments arising from the performance of the work due the State of Washington pursuant to Titles 50 and 51 RCW. Such bond must be executed by a duly licensed surety company, which is registered with the Washington State Insurance Commissioner, and the surety's name shall appear in the current Authorized Insurance Company List in the Sate of Washington, published by the Office of the Insurance Commissioner. The scope of the Performance/Payment Bond (Exhibit G) shall in no way affect or alter the liabilities of the Contractor to the City under Section 8"Indemnification"of the Public Works Contract. The City may require the surety company to appear and qualify itself upon the bond. If, at any time, the City determines in its sole judgment that the surety company is insufficient, the City may require the Contractor to furnish additional surety in form and arrangement satisfactory to the City and in an amount not exceeding that originally required. The Contractor shall submit a performance bond complying with the requirements of this paragraph within ten (10) days after the award is made. Payments will not be made on the Contract until sufficient surety as required is furnished. 1-20 Bid Dispute A. Any actual or prospective bidder, including sub-contractors and suppliers showing a substantial economic interest in this contract who is aggrieved in connection with the solicitation or award of this contract, may protest to the City in accordance with the procedures set forth herein. Protests based on the specifications or other terms in the contract documents, which are apparent prior to the date established for submittal of bids, shall be submitted not later than ten (10) calendar days prior to said date, or shall be deemed waived. All other protests shall be accepted only from actual bidders and shall be submitted within five (5) calendar days after the aggrieved person knows or should have known of the facts and circumstances upon which the protest is based; provided, however, that in no event shall a protest be considered if all bids are rejected or after the award of this contract. B. In order to be considered, a protest shall be in writing and shall include: (1) the name and address of the aggrieved person; (2) the RFB number and contract title under which the protest is submitted; (3) a detailed description of the specific grounds for protest and any supporting documentation; and (4) the specific ruling or relief requested. The written protest shall be addressed to: City of Federal Way Federal Way, Washington 98003-6325 Attention: Bid Protest -- 2015 Asphalt Overlay Project RFB # 15-001 City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 15 2015 RFB ver. 1-08 C. Upon receipt of a written protest, the City will promptly consider the protest. The City may give notice of the protest and its basis to other persons, including bidders involved in or affected by the protest; such other persons may be given an opportunity to submit their views and relevant information. If the protest is not resolved by mutual agreement of the aggrieved person and the City, the City will promptly issue a decision in writing stating the reasons for the action taken and informing the aggrieved person of his or her right to appeal the decision to the Mayor or his or her designee. A copy of the decision shall be mailed (by certified mail, return receipt requested) or otherwise promptly furnished to the aggrieved person and any other interested parties who requested a copy of the decision. The decision will be considered final and conclusive unless appealed within five (5) calendar days after receipt of the decision to the Mayor or his or her designee. If the decision is appealed, then the subsequent determination of the Mayor or his or her designee shall issue within five (5) days of the Mayor's receipt of the appeal and shall be final and conclusive. D. Failure to comply with these protest procedures will render a protest untimely or inadequate and shall result in rejection thereof by the City. SECTION 2: GENERAL CONTRACTUAL TERMS AND CONDITIONS 2-1 Administration This contract will be between the City and the Contractor who will be responsible for delivering all equipment and performing all work and services described herein. The City is not party to defining the division of work between the Contractor and the Contractor's subcontractors, if any, and the specifications have not been written with this intent. The Contractor represents that it has or will obtain all personnel and equipment required to perform the services hereunder. Such personnel shall not be employees of the City. The Contractor's performance under this contract will be monitored and reviewed by Jeff Huynh, Street Systems Engineer. Questions by the Contractor regarding interpretation of the terms, provisions and requirements of this contract shall be addressed to Jeff Huynh, Street Systems Engineer, for response. 2-2 Proof of Compliance with Contract In order that the City may determine whether the Contractor has complied with the requirements of the contract documents, the Contractor shall, at any time when requested, submit to the City properly authenticated documents or other satisfactory proofs as to the Contractor's compliance with such requirements. 2-3 Contract Documents and Precedence The documents embodying the legally binding obligations between the City and the Contractor for completion of the work consist of the following: The City's Request for Bid, Bid Form, Bid Signature Page, Instructions to Bidders, Bid Bond, 2015 Asphalt Overlay Project Contract, General Contractual Terms and Conditions, Contractor's Compliance Statement, Combined Affidavit and Certification Form, Technical Specifications, Addenda and Change Orders, and the 2015 Asphalt Overlay Project Special Provisions. The contract documents are intended to be complementary so that what is required by any one of them City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 16 2015 RFB ver. 1-08 shall be as binding as if called for by all of them. In the event of any conflicting provisions or requirements within the several parts of the contract documents, the City will issue an interpretation regarding the controlling provision, which interpretation shall be binding. 2-4 Charges to Contractor Charges which are the obligation of the Contractor under the terms of the contract shall be paid by the Contractor to the City on demand and may be deducted by the City from any money due or to become due to the Contractor under the contract and may be recovered by the City from the Contractor or its surety. 2-5 Change Orders The City may, at any time, without notice to the sureties, by written order designated or indicated to be a change order, make any change in the specifications within the scope of this contract. Oral orders will not be binding on the City unless confirmed in writing by the City. Except as provided herein, no order, statement, or conduct of the City will be treated as a change hereunder or will entitle the Contractor to an equitable adjustment. If any change hereunder causes an increase or decrease in the Contractor's cost of, or time required for, the performance or any part of the work under this contract, an equitable adjustment will be made and the contract modified in writing accordingly. However, no claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order form from the City or after giving the City the written notice required above, as the case may be, submit to the City a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim by the Contractor for an equitable adjustment hereunder will be allowed if asserted after final payment under this contract. 2-6 Work and Materials Omitted The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the contract and the value of the omitted work and materials will be deducted from the contract price and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 2-7 Washington State Sales Tax The Contractor shall make payment directly to the State for all applicable Washington State sales taxes and all other governmental taxes, assessments and charges. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 17 2015 RFB ver. 1-08 2-8 Shipping Charges All prices shall include freight. Requests for additional compensation for freight charges will be rejected by the City. 2-9 Warranty All materials and equipment sold and labor performed under this contract are warranted by the Contractor to be free from defects in materials or workmanship for a period of at least one (1) year from date of delivery and installation; provided, however, that this warranty may extend beyond this time period pursuant to any attached warranties. If the merchandise sold or work performed hereunder is defective on account of workmanship or materials, the Contractor agrees to replace the merchandise or, at the City's sole option, repair the defective merchandise. All defects in work or materials shall be promptly corrected. 2-10 No Waiver of Warranties and Contract Rights Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City does not constitute a waiver, modification or exclusion of any express or implied warranty or any right under this contract or in law. 2-11 Legal Relations The Contractor shall comply with all of the City's resolutions and regulations applicable under this contract and with any local, state or federal law or regulation applicable to the materials, equipment or service provided under this contract. Neither the Contractor nor the City shall assign any interest, obligation or benefit under or in this contract or transfer any interest in the same, whether by assignment or novation, without prior written consent of the other party. This contract shall be binding upon and inure to the benefit of the successors of the parties. 2-12 Applicable Law and Forum Except as hereinafter specifically provided, this contract shall be governed by and construed according to the laws of the State of Washington including, but not limited to, the Uniform Commercial Code, Title 62A RCW. Any suit arising herefrom shall be brought in King County Superior Court, which shall have sole and exclusive jurisdiction and venue. 2-13 Hazardous Chemical Communication In order to comply with WAC 296-62-054, Hazard Communication, the Contractor shall submit with each shipment a Material Safety Data Sheet (MSDS) for all products containing any toxic products that may be harmful to the end user. The MSDS Sheet is to accompany the toxic product(s) to the specified delivery sites. Include the following information in the MSDS: A. Chemical Abstract Service (CAS) numbers for every chemical that is listed in the MSDS. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 18 2015 RFB ver. 1-08 B. If the product is actually used diluted, the dilution rate should be so stated in the MSDS and the hazards and corresponding personal protection, etc., also be listed. C. A statement as to the intended use of the product. 2-14 Delivery and Liquidated Damages Time is of the essence of the contract and each and all of its provisions in which performance is a factor. The Contractor will be held to strict compliance with the prescribed date(s) set forth in these contract documents. For each and every day that delivery is delayed beyond the specific date(s), damage will be sustained by the City. Because of the difficulty in computing the actual damages and disadvantages to the City, and as a reasonable forecast of actual damages which the City will suffer by the delay in delivery, the parties agree that for each such delay the Contractor will pay the City liquidated damages (and not as a penalty) in accordance with Section 1.3 of Attachment I, Public Works Contract, to compensate for any damages caused by such delay. The City may deduct from any payment owing to the Contractor, any liquidated damages, which may be incurred by the Contractor pursuant to this paragraph. 2-15 Force Majeure The Contractor's or City's failure to perform any of its obligations under this contract shall be excused if due to causes beyond the control and without the fault or negligence of the o restricted to, acts of God, acts of public ivel including, but not P Contractor or City, respectively, g, enemy, acts of any government, fire, floods, epidemics, and strikes. 2-16 Patents, Copyrights and Rights in Data Any patentable result or material suitable for copyright arising out of this contract shall be owned by and made available to the City for public use, unless the City shall, in a specific case where it is legally permissible, determine that it is in the public interest that it not be so owned or available. The Contractor agrees that the ownership of any plans, drawings, designs, specifications, computer programs, technical reports, operating manuals, calculations, notes and other work submitted or which is specified to be delivered under this contract, whether or not complete (referred to in this subsection as "Subject Data"), shall be vested in the City or such other local, state or federal agency, if any, as may be provided by separate contract with the City. All such Subject Data furnished by the Contractor pursuant to this contract, other than documents exclusively for internal use by the City, shall carry such notations on the front cover or a title page (or in such case of maps, in the same block) as may be requested by the City. The Contractor shall also place their endorsement on all Subject Data furnished by them. All such identification details shall be subject to approval by the City prior to printing. The Contractor shall ensure that substantially the foregoing paragraphs are included in each subcontract for the work on the project. 2-17 Patents and Royalties City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 19 2015 RFB ver. 1-08 The costs involved in license fees, royalties or in defending claims for any patented invention,vention article, p may rocess or method that ma be used in or connected with the work under this contract or with the use of complete work by the City, shall be paid by the Contractor. The Contractor and the Contractor's sureties shall, at their own cost, defend, indemnify and hold the City, together with its officers and employees, harmless against any and all demands made for such fees, royalties or claims brought or made by the holder of any invention or patent. Before final payment is made on the account of this contract, the Contractor shall, if requested by the City, furnish acceptable proof of a proper release of the City, its officers, agents and employees from all such fees or claims. Should the Contractor, its agent, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material, computer programs or equipment supplied or required to be supplied or used under the contract, the Contractor shall promptly substitute other articles, materials, computer programs or equipment in lieu thereof of equal efficiency, quality, finish, suitability and market value, and satisfactory in all respects to the City. 2-18 Disputes, Claims and Appeals Questions or claims regarding meaning and intent of the contract or arising from this contract, shall be referred by the Contractor in writing to the Purchasing Coordinator for decision within five (5) days of the date in which the Contractor knows or should know of the question or claim. The Purchasing Coordinator will ordinarily respond to the Contractor in writing with a decision, but absent such written response, the question or claim shall be deemed denied upon the tenth (10th) day following receipt by the Purchasing Coordinator. In the event the Contractor disagrees with any determination or decision of the Purchasing Coordinator, the Contractor shall, within fifteen (15)15 days of the date of such determination or decision, appeal the determination or decision in writing to the Mayor. Such written notice or appeal shall include all documents and other information necessary to substantiate the appeal. The Mayor will review the appeal and transmit a decision in writing to the Contractor within thirty (30) days from the date of receipt of the appeal. Failure of the Contractor to appeal the decision or determination of the Purchasing Coordinator within said 15-day period will constitute a waiver of the Contractor's right to thereafter assert any claim resulting from such determination or decision. Appeal to the Mayor shall be a condition precedent to litigation hereunder. All claims, counterclaims, disputes and other matters in question between the City and the Contractor that are not resolved between the Purchasing Coordinator and the Contractor will be decided in the Superior Court of King County, Washington, which shall have exclusive jurisdiction and venue over all matters in question between the City and the Contractor. This contract shall be interpreted and construed in accordance with the laws of the State of Washington. Pending final decision of the dispute hereunder, the Contractor shall proceed diligently with the performance of the contract and in accordance with the direction of the Purchasing Coordinator. Failure to comply precisely with the time deadlines under the paragraph as to any claim, shall operate as a release of that claim and a presumption of prejudice to the City. 2-19 Recycled Products City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 20 2015 RFB ver. 1-08 The Contractor shall use recycled paper for proposals and for any printed or photocopied material created pursuant to a contract with the City whenever practicable and use both sides of paper sheets for reports submitted to the City whenever practicable. In the event this RFB covers the sale of product to the City that is capable of containing recycled materials, Contractor is hereby advised that the City intends to procure products with recycled content, pursuant to the recycled content notice delivered with these bid documents. Contractor shall certify the percentage of recycled content and products sold to the City, including a percentage of post-consumer waste that is in the product. This certification is required to be in the form of a label on the product or a statement by the Contractor attached to the bid documents. The certification on multi-component or multi- material products shall verify the percentage and type of post-consumer waste and recycled content by volume contained in the major constituents of the product. The Contractor agrees to grant the City, as a procuring agency, permission to verify the certification of recycled content by review of the bidder's or manufacturer's records as a condition of any bid award, in the event of a bidder's protest, or other challenge to the bid accepted. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 21 2015 RFB ver. 1-08 AttachmentA NO BID RESPONSE FORM When submitting a "No Bid", mail this completed form to Federal Way Purchasing, 33325 8th Avenue South, Federal Way, Washington 98003-6325. Be sure the form is in a sealed envelope with the bid number and bid title indicated on the outside of the envelope. The form must be received by the date and time specified for the bid opening as indicated in Section 1-1. Failure to return this form if not submitting a formal bid, may result in your firm being removed from the City's master bidder's mailing list. Bid Number: RFB No. 15-001 Bid Title: 2015 ASPHALT OVERLAY PROJECT ❑ Cannot comply with specifications. ❑ Cannot meet delivery requirement. ❑ Do not regularly manufacture or sell the type of commodity involved. ❑ Other (please specify). Explanation of reason(s) checked: Check one of the following: ❑ WE DO ❑ WE DO NOT desire to be retained on the mailing list for future procurements of this commodity. Firm Name: Address: Phone: Signature Date Name (Type or Print) Title City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 22 2015 RFB ver. 1-08 Attachment B BID FORM CITY OF FEDERAL WAY 2015 ASPHALT OVERLAY PROJECT BID FORM Bidder:1,4 t'-` Date: Ca- II —7v l '5 ITEM BID AMOUNT - A) Schedule A- SW 320TH ST $ ')-AS, B) Schedule B- SW 320Th ST $ -'?`� t (OT?. C) Schedule C-SW 320T" ST $ `1-/-k1 { ca08 .at D) Schedule D -TWIN LAKES HIGHLANDS $ d't ,AO E) Schedule E- 1 51-AVE S Og` G2$1{-,C�6' TOTAL BID AMOUNT $ (including Washington State sales tax, all other A(12-1 1-1 214• !o7 government taxes, assessments and charges) To City Council Members City of Federal Way 33325 8th Ave South Federal Way, Washington 98003-6325 Pursuant to and in compliance with your advertisement for bids for construction of 2015 Asphalt Overlay Project and other documents relating thereto, the undersigned has carefully examined all of the bid and contract documents as the premises and conditions affecting the delivery, supply and maintenance of 2015 Asphalt Overlay Project, and hereby proposes to furnish all labor, materials and perform all work as required in strict accordance with the contract documents, for the above- referenced amount, inclusive of Washington State sales tax and all other government taxes, assessments and charges as required by law. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount bid is attached hereto, which it is agreed shall be collected and retained by the City as liquidated damages in the event this bid is accepted by the City within forty-five (45) calendar days after the day of the bid opening and the undersigned fails to execute the 2015 Asphalt Overlay Project Public Works Contract and to provide the required certificate of insurance to the City, under the conditions thereof, within ten (10) calendar days after the Notice of Award; otherwise said Bid Security will be returned to the undersigned. and •r Certified Check ✓ 0 Dollars ($ ) I•, Bidder shall complete this entire Bid Form or this bid may be considered non-responsive. The City may correct obvious mathematical errors. The City of Federal Way reserves the right to reject any and all bids, waive any informalities or minor irregularities in the bidding, and determine which bid or bidder meets the criteria set forth in the bid documents. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 23 2015 RFB ver. 1-08 Receipt of the following Addendums is hereby acknowledged: Addendum No. I Date Issued: trl—to°)0 15 Addendum No. Date Issued: Addendum No. Date Issued: l NIu,fl 1k5 /Nt. Corporation/ Firm Name (Delete Two) L A; ,s/ 4C1;14-1 Bidder's State License No. Signatuf'e ION Iota 7 i'ROS. flAirk Bidder's State Tax No. Title City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 24 2015 RFB ver. 1-08 ATTACHMENT C CITY OF FEDERAL WAY 2015 ASPHALT OVERLAY PROJECT BID SCHEDULE NOTE: Unit Prices for all items,all extensions,and the total amount of the bid must be shown. Show unit prices in legible figures. Where conflict occurs between the unit price and the total amount named for any item,the unit price shall prevail,and the totals shall be corrected to conform thereto. SCHEDULE A-SW 320TH ST(47TH AVE SW TO 42ND AVE SW) ITEM APPROX. UNIT TOTAL NO. ITEM DESCRIPTION QUANTITY UNIT PRICE BID Mobilization 1 1 LS 2400CP" 36-i .. Traffic Control Labor 2 475 HR $48.00 $22,800.00 3 Other Traffic Control Labor 50 HR $48.00 $2,400.00 4 Off Duty Uniformed Police Officer 48 HR $67.00 $3,216.00 5 Asphalt/Cement Concrete Sawcutting 1488 LF 0.0 i t'\.B8 6 Roadway Excavation Incl. Haul r- 41 CY (11I 5- Construction Geosynthetic for Separation 7 100 SY 0,10 (.0 8 CSTC for Pavement Repair&Roadway Widening,Incl. Haul 30 TN ?—. °tcx)-- 9 Planing of Bituminous Pavement J -7 4403 SY �.,)- 1�O(12_ t 15 10 HMA Class 1/2"PG 64-22 1520 TN 7o- 10(f i l'W"- 11 HMA Class 1/2"PG 64-22 for Pavement Repair&Roadway �i Widening 104 TN 8 4C) 12 Adjust Manhole 7 EA °— 151;0'-‘ Adjust Existing Monument Case&Cover 13 4 EA ,. ()"00- 14 Wheel Chair Ramp Type 1,Complete q�., 5 EA ' KU 161Ca)a 15 Wheel Chair Ramp Type 2,Complete `'`� 1 EA �� Yl Wheel Chair Ramp Type 3,Complete 16 2 EA .1 Y.)v ., (40 17 Removal and Replacement of Concrete Curb&Gutter 34 LF 1115-- t 530" 18 Removal and Replacement of Concrete Sidewalk 70 SY 75- 5---45b 19 Raised Pavement Marker,Type 2 *�✓ -7 2.4 HUND ,f-5 { 7 20 Hydrant Marker,Type 2B 3 EA 16"' 45 21 Plastic Line 8306 LF I.: 0 (0 W 1 1 = 22 Plastic Traffic Arrow City of Federal Way 2015 Asphalt Overlay Project RFB# 15-001 PWC ver, 1-08 25 2015 23 Plastic Letters 12 EA 7 q" 1 Cho._ Plastic Stop Line 24 92 LF 4t620 25 Plastic Crosswalk Line 520 LF Plastic Wide Line 26 ,�. 0 - � 274 LF 5 27 Sod 12 SY -- 28 Portable Changeable Message Sign 30 DAY 75- ):)- — SUBTOTAL SCHEDULE A 9)4 S=1\17) SCHEDULE B-SW 320TH ST(42ND AVE SW TO 36TH AVE SW) ITEM ' APPROX. UNIT TOTAL NO. ITEM DESCRIPTION QUANTITY UNIT PRICE BID Mobilization 1 1 Ls ' , 3' ,oar)- 2 Traffic Control Labor 600 HR $48.00 $28,800.00 3 Other Traffic Control Labor 50 HR $48.00 $2,400.00 4 Asphalt/Cement Concrete Sawcutting p �y�, 804 LF 0.0 1 8 N l 5 Roadway Excavation Incl.Haul 27 CY 'j ` )-5(05'.— 6 Construction Geosynthetic for Separation 50 SY OA 0 — CSTC for Pavement Repair&Roadway Widening, Incl.Haul 20 TN 2)_ { 7C3— 8 Planing of Bituminous Pavement , j .2-15 5105 SY D,�,5 '1Ve. 9 HMA Class 1/2"PG 64-22 1920 TN (t�° (' l�lL�� HMA Class 1/2"PG 64-22 for Pavement Repair&Roadway T Q� 10 Widening 70 TN �,J— ,�j 11 Adjust Manhole 3 EA _ ✓ _ j 12 Adjust Catch Basin 5 EA — >9.14" 13 Adjust Existing Monument Case&Cover 4 EA .7 ;sa_ 11-00 14 Wheel Chair Ramp Type 1,Complete (� 3 EA j -) • 15 Wheel Chair Ramp Type 2,Complete 16 Removal and Replacement of Concrete Curb&Gutter 15.4 _ LF t5.-- (413'- 17 Removal and Replacement of Concrete Sidewalk 0 18 Removal and Replacement of Pedestrian Refuge Island, Complete 2 EA 19 Raised Pavement Marker,Type 2 2 3 HUND J5f55 Plastic Line 11862 LF t Tl '4•O City of Federal Way 2015 Asphalt Overlay Project RFB# 15-001 PWC ver.1-08 26 2015 21 Plastic Traffic Arrow �,^` f, 6 EA �-u 22 Plastic Yield Ahead Symbol 16 EA 145- 710.a 23 Plastic Crosswalk Line q� 180 LF i3'- lam" 24 Sod 13 SY - 1050— 25 Portable Changeable Message Sign 30 DAY 75'" , �->-J�- • SUBTOTAL SCHEDULE B e-TI t(417.69 SCHEDULE C-SW 320TH ST(36TH AVE SW TO 30TH AVE SW) ITEM APPROX. UNIT TOTAL NO. ITEM DESCRIPTION QUANTITY UNIT PRICE BID Mobilization 1 1 LS I --. .. .tC`0- 2 Traffic Control Labor 570 HR $48.00 $27,360.00 3 Other Traffic Control Labor 50 HR $48.00 $2,400.00 4 Asphalt/Cement Concrete Sawcutting { 700 LF Q.0 5 Roadway Excavation Incl. Haul , 26 CY 95- 2100— 6 Construction Geosynthetic for Separation 100 SY U.10 1O CSTC for Pavement Repair&Roadway Widening,Ind. Haul 7 30 TN "'D 9 EXD Planing of Bituminous Pavement 8 4390 SY 2-.?5 . 9S11 9 HMA Class 1/2"PG 64-22 1730 TN 7o- 11-k I tob- 10 HMA Class 1/2"PG 64-22 for Pavement Repair&Roadway Widening 73 TN 55-- C¢IA s li Adjust Manhole 1-1'330 9 EA 12 Adjust Catch Basin ,r7� 7 EA i�+v 13 Adjust Existing Monument Case&Cover 3 EA -- cla)' 14 Wheel Chair Ramp Type 2,Complete t� 2 EA 3` ` - 15 Removal and Replacement of Concrete Sidewalk 4 SY 7. - 16 Removal and Replacement of Pedestrian Refuge Island, Complete 2 EA 17 Raised Pavement Marker,Type 2 c� 2.6 HUND 5-- S le3"— 18 Hydrant Marker,Type 28 1 EA !t5.' 1'5-- 19 Plastic Line ! �� 10338 LF 1 c ! 20 Plastic Traffic Arrow q 12 EA - t(0 -- 21 Plastic Yield Ahead Symbol 16 EA t:j�� City of Federal Way 2015 Asphalt Overlay Project RFB#t 15-001 PWC ver. 1-08 27 2015 22 $od 12 SY "Jv " �� 23 Portable Changeable Message Sign -^� lop- 28 DAY f ..�,, SUBTOTAL SCHEDULE C -)411 cc��, l�t 10 SCHEDULE D-TVYINLAKES HIGHLANDS ITEM APPROX. UNIT TOTAL NO. ITEM DESCRIPTION QUANTITY UNIT PRICE BID Mobilization 1 1 LS -1 5j 115' t)°° — 2 Traffic Control Labor 650 HR $48.00 $31,200.00 3 Other Traffic Control Labor 50 HR $48.00 $2,400.00 4 Asphalt/Cement Concrete Sawcutting 1120 LF .0•0( t(M 5 Roadway Excavation Incl. Haul 30 CY `75- 7)'45C)_ 6 Construction Geosynthetic for Separation 100 SY d.to Lc) 7 CSTC for Pavement Repair&Roadway Widening,Incl.Haul 50 TN -' t0— 8 Planing of Bituminous Pavement 7200 SY g?5 1(0 t')-o— 9 HMA Class 1/2"PG 64-22 C' 1460 TN tj I o '" 10 HMA Class 1/2"PG 64-22 for Pavement Repair&Roadway Widening 95 TN 12-- $7 0 11 Paving Fabric 6503 SY { /10 `) t lf�.� 12 Adjust Manhole 2 EA _ 1.OW- 13 Adjust Catch Basin 4312-3 EA 14 Adjust Existing Monument Case&Cover 16 EA ^ 40 _ 15 Wheel Chair Ramp Type 1,Complete 15 EA '' ��'�,Q3f1'^ 16 Wheel Chair Ramp Type 2,Complete - 12 EA — 17 Wheel Chair Ramp Type 3,Complete .•�,�,d0 1 EA )- t ° D-1 ` 18 Removal and Replacement of Extruded Cement Concrete Curb �t 84 LF O'+� ~ g 19 Removal and Replacement of Concrete Curb&Gutter 380 LF 1 L—ii(CO" 20 Removal and Replacement of Concrete Sidewalk 180 SY 75— tnjz 0 Removal and Replacement of Concrete Approach 21 53 SY :to " /P-O 22 Hydrant Marker,Type 2B 7 EA l "' Sod �i 23 85 SY It r°- ^ SUBTOTAL SCHEDULED G"Z t i I Crii .Ale City of Federal Way 2015 Asphalt Overlay Project RFB#15-001 PWC ver. 1-08 28 2015 SCHEDULE E-1ST AVE S(S 348TH ST TO S 356TH ST) ITEM APPROX. UNIT TOTAL NO. ITEM DESCRIPTION QUANTITY UNIT PRICE BID Mobilization 1 P OX' 1 LS 1 t 1 2 Traffic Control Labor 570 HR $48.00 $27,360.00 3 Other Traffic Control Labor 50 HR $48.00 $2,400.00 4 Off Duty Uniformed Police Officer 112 HR $67.00 $7,504.00 5 Roadside Cleanup 1 FA $3,000.00 $3,000.00 6 Asphalt/Cement Concrete Sawcutting 2240 LF 4).0 a-' ,�o 7 'Roadway Excavation Incl. Haul 80 CY 145-- ("CM 8 Construction Geosynthetic for Separation 200 SY b •t 0 ?O-- 9 CSTC for Pavement Repair&Roadway Widening,Ind. Haul -^�,., 50 TN ,v � � 10 Planing of Bituminous Pavement 4223 SY '‘)-. S cicp (:75 11 HMA Class 1/2"PG 64-22 1915 TN G9 t W � 12 HMA Class 1/2"PG 64-22 for Pavement Repair&Roadway q Widening 185 TN lV ((12k9)— 13 HMA Class 1/2"PG 64-22 for Preleveling .r 32 TN {, 14 Adjust Catch Basin 5 EA 15 Adjust Existing Monument Case.&Cover 2 EA (Q 16 Wheel Chair Ramp Type 1,Complete 3 EA it 17 Wheel Chair Ramp Type 2,Complete 1 EA r '� 18 Removal and Replacement of Concrete Mountable Curb 250 LF " 19 Removal and Replacement of Concrete Curb&Gutter /� /��, 10 LF ' t5-'_ �l J*'' 20 Removal and Replacement of Concrete Sidewalk r� _ 33 SY ��j " _ �"T� ,j' 21 Maintenance Rock for Shoulder Reconstruction,Incl. Haul 50 TN 50— e.. 0 22 Raised Pavement Marker,Type 2 �n 57 3.5 HUND 23 Hydrant Marker,Type 2B 3 EA (5_ li 5 24 Traffic Detector Loops 11 EA 70.9- 77co- 25 Plastic Line /;2 A° 11448 LF t, 1 t Plastic Traffic Arrow 26 18 EA t k'o City of Federal Way 2015 Asphalt Overlay Project RFB#15-001 PWC ver. 1-08 29 2015 Plastic Stop Line 27 46 LF 45— e)-% 28 Plastic Crosswalk Line 280 LF '� Pt-op-- 29 Plastic Wide Line j� 820 LF _ - 1k00_ 30 Sod 7 SY 31 Portable Changeable Message Sign 76, Q 32 DAY �,�r� SUBTOTAL SCHEDULE E ryi t •o6 City of Federal Way 2015 Asphalt Overlay Project RFB#15-001 PWC ver. 1-08 30 2015 Attachment D BID SIGNATURE PAGE Date: 03-- ( - -o `J The undersigned bidder hereby proposes and agrees to deliver the equipment and/or services pursuant to the 2015 Asphalt Overlay Project and comply with all other terms and conditions of the contract and bid documents of RFB 15-001. No bidder may withdraw his/her bid for a period of ninety (90) days after the day of bid opening. The required bid security consisting of a certified check, bid bond, or cashier's check in an amount of not less than five percent (5%) of the total amount will be delivered to the City. The undersigned individual represents and warrants that he or she is dully authorized to execute the bid and all bid documents on behalf of any partnership, joint venture or corporation. L't ' catC. /gbit4rK.tkA. Corporation/ l Company (Delete Two) By: -.1r, (Signs ure) (R t tr /l 1C L, (Printed Name) Its: FIR-i) (.5y.. (Title) 1 r. S€ -& di`" WViAIlr Al ft (Address) Lott (Telephone Number) City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 31 2015 RFB ver. 1-08 I 11 Attachment E BID BOND FORM Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of$ . which amount is not less than five percent(5%) of the total bid. BID BOND KNOW ALL PERSONS BY 'THESE PRESENTS that we, Lakeside Industries,Inc. , as Principal, and Travelers Casualty and Surety Cojnpany of America , as Surety, are held and firmly bound unto the City of Federal Way, as Obligee, In the penal sum of Fiye percent(5%)* • and --- /100 dollars ($ ---5% ), for the payment of which the Principal and the Surety bond themselves, their heirs and executors, administrators, successors and assigns,jointly and severally, by these presents. *of the Total Amount of Bid 111 PrincipaThl for: 2015 of this obligation is such that if the Obligee shall make an award to the 9 19 111 2015 Asphalt Overlay Project According to the terms of the proposal or bid made by the Principal therefore, and the Principal I shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise, it shall be, and remain in fun force and effect, and the Surety shall forthwith pay and forfeit to the Obligee as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 11th DAY OF Fehniary f 2015 Lakeside Industries,Inc 111 Pri cipal Travelers gas Insurance and Surety Company of America 1 Surety Ellen Bell,Attorney-in-Fact Date: February 11, 2015. Received return of deposit in the sum of$ City of Federal Way RFI3# 15-001 2015 Asphalt Ovcrlay Project 32 2015 RF13 vet-. 1-08 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER AAA POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. CertiScate No. 006011749 228321 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint Deanna M.French,Jill A.Boyle,Susan B.Larson,Scott Fisher,Elizabeth R.Hahn,Jana M.Roy,Scott McGilvray,Mindee Rankin,Ellen Bell,Jim Hamlin,Ron Lange,John Claeys,Roger Kaltenbach,and Guy P.Armfield of the City of Bellevue ,State of Washington ,their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or per d>in any yie ions or rroceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and then cor�orate seals to be hereto affixed,this 6th day of August 2014 1. .4.. -e Farmington Casualty Coi paay t St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance toinpannt Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwtiters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company (s:) y `*It 1N,SG �INSIIq ,,,TY AA. 4., v 0.c� c v -.......:D a d as 1 v'+ �Q State of Connecticut By: City of Hartford ss. Robert L.Raney, enior Vice President On this the 6th day of August , 2014 ,before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. C,.TQ In Witness Whereof,I hereunto set my hand and official seal. " •T A ee • �"'�" e(11 My Commission expires the 30th day of June,2016. * "moo * W�Marie C.Tetreault,Notary Public 58440-8-12 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER • This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: - RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the . Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any I. of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy t ` thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking I, shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice t r President,-any-Second-Vice Tresident,the.Treasurer,.any.Assistant Treasurer,,the.Corporate.Secretary or:.any.Assistant.Secretaxy.and..duly.attested.and sealed-wit- the -_ Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or one or more Company officers pursuant to a written delegation of authority;p y by p y p g ty; and it is 1 , FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any 11 ; certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds 1 t ;I and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. r ? I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian[nsu;ante Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and Unit tes FideIkand Gummy Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Com '• c rtl1 foe effect and has not been revoked. ., i �.r �°''�� IN TESTIMONY WHEREOF,I have hereunto set my hand anc,' ed thee ss o sad ¢anies this day of i"�� 20 L�2• = Kevin E.Hughes,Assistant Sec tary GAS V.F . til 11 VF\AE 6 �A.N•IN}•4 Y NSUq..,• pttY Aryl ,w.. TY ... y JP ... 4 yJ ,p 04 Ay Fy 1 aif L � ! 2r t 4 �"� ` .qy� � `Y`yti Z 'iLJAVrv'"i't , ¢ POR4l rvi ° :3 . ,„20 197'7 �D a,., z ._ f t wrrrrRO�, " ruxrxaAO ' ; '' E 1951 j7` �t sEaL o°i '\ �' tax' Oft c m�:Z�� x a �•. e SBALre , y A�J ma,F,,,^w.,NLf 40 n,{+t y P�... °,,,_Ator To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attorney-In-Fact number,the above-named individuals and the details of the bond to which the power is attached. 4:. ii WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER J Attachment F SUBCONTRACTOR LIST Prepared in Compliance with RCW 39.30.060 2015 Asphalt Overlay Project Failure to list subcontractors who 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, or identify the bidder for the work will result in your bid being non-responsive and therefore void. Subcontractors 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 named below, or name the bidder for the work. The bidder verifies that each first tier subcontractor, and every subcontractor of any tier that hires other subcontractors, has a current certificate of registration in compliance with chapter 18.27 RCW; a current Washington Unified Business Identifier(UBI) number; has Industrial Insurance (workers'compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; has a Washington Employment Security Department number, as required in Title 50 RCW, if applicable; has a Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; has an electrical contractor license, if required by Chapter 19.28 RCW, if applicable; has an elevator contractor license, if required by Chapter 70.87 RCW. The following listed bid items (listed in numerical sequence) for this project have been proposed for subcontracting to subcontractors as indicated. SUBCONTRACTOR ITEM NUMBERS ESTIMATED AMOUNT WMBE QUALIFIED? NAME MN) City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 33 2015 RFB ver. 1-08 Attachment G City of Federal Way COMBINED AFFIDAVIT AND CERTIFICATION FORM Non-Collusion, Anti-Trust, Prevailing Wage (Non-Federal Aid), Debarment, Eligibility, and Certification of Lawful Employment NON-COLLUSION AFFIDAVIT Being first duly sworn, deposes and says, that he/she is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on the foregoing work equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself/herself or to any other person any advantage over other Bidder or Bidders; and NOTICE TO ALL BIDDERS ON PROJECTS INVOLVING THE U.S. DEPARTMENT OF TRANSPORTATION (USDOT) To report bid 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; and CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice, overcharges resulting from anti- trust violations are, in fact, usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception; and PREVAILING WAGE AFFADAVIT I, the undersigned, having duly sworn, deposed say and certify that in connection with the performance of the work of this project, will pay each classification of laborer, workperson, 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 forgoing statement and certificate, know the contents thereof and the substance as set forth therein, is true to my knowledge and belief; and City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 34 2015 RFB ver. 1-08 DEBARMENT AFFIDAVIT I certify that, except as noted below, the firm, association or corporation or any person in a controlling capacity associated therewith or any position involving the administration of federal funds; is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency within the past three (3) years; does not have a proposed debarment pending; and has not been indicted, convicted, or had a civil judgment rendered against said person, firm, association or corporation by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years. AFFIDAVIT OF ELIGIBILITY The Contractor certifies that it is properly licensed and registered under the laws of the State of Washington and has not been determined to have been in violation of RCW 50.12.070(1)(b), RCW 51.16.070(1)(b), or RCW 82.32.070(2) within the last two years. The Contractor further certifies that it has not been determined, within the last one year, to have committed any combination of two of the following violations or infractions within a five-year period: (1) Violated RCW 51.48.020(1) or 51.48.103; or (2) Committed an infraction or violation under chapter 18.27 RCW. CERTIFICATION OF LAWFUL EMPLOYMENT The contractor hereby certifies that it has complied with all provisions of the Immigration and Nationality Act, now or as herein after amended, 8 USC Section 1101 et. seq., and that all employees, including subcontractor employees, are lawfully permitted to perform work in the United States as provided in this agreement with the City of Federal Way. FOR: Non-Collusion Affidavit, Assignment of Anti-Trust Claims to Purchaser, Prevailing Wage Affidavit, Debarment Affidavit, Affidavit of Eligibility, and Certification of Lawful Employment. 2015 Asphalt Overlay Project Name of Bidder's Firm r 51 j�/Nu� 'c ' //VC Cral Signature of Authorized Representative of Bidder Subscribed and sworn to before me this I I day of fetANZAA , 2015' (7—'d142 01. ! _ bebrxn- ma ;., (c r i ' #� (printed/typed name of notary) e�" �� Notary Public in and for the State of Washington ° r My commission expires: 5- i 1 -1 s" City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 35 2015 RFB ver. 1-08 Attachment H CONTRACTOR'S COMPLIANCE STATEMENT (President's Executive Order #11246) Date: OD--' l l `20 l This statement relates to a proposal contract with the City of Federal Way named 2015 Asphalt Overlay Project I am the undersigned 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: C A ! `G� Signatur Its: °Q /IAA Title 1 Se -519 '` Address City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 36 2015 RFB ver. 1-08 Attachment I PUBLIC WORKS CONTRACT FOR 2015 ASPHALT OVERLAY PROJECT _ THIS PUBLIC WORKS CONTRACT ("Contract") is dated effective this /- day of 20 6 and is made by and between the City of Federal Way, a Washington municipal co poration ("City or Owner"), and Lakeside Industries, Inc., a Washington corporation ("Contractor"). A. The City desires to retain an independent contractor to furnish all labor and materials necessary to perform work necessary to complete 2015 Asphalt Overlay Project, located in Federal Way, Washington ("Property"); and B. The Contractor has the requisite skill and experience to perform such work. NOW, THEREFORE, the parties ("Parties") agree to the following terms and conditions: - 1. SERVICES BY CONTRACTOR 1.1 Description of Work. Contractor shall perform all work and furnish all tools, materials, supplies, equipment, labor and other items incidental thereto necessary for the construction and completion of the work, more particularly described as the 2015 Asphalt Overlay project, including without limitation: The project shall consist of furnishing all materials, equipment, tools, labor, and other work or items incidental thereto (excepting any materials, equipment, utilities or service, if any, specified herein to be furnished by the Owner or others), for the construction, sequencing and traffic control plan for overlaying existing asphalt concrete pavement in up to five (5) different locations within the City of Federal Way. The work shall include but not be limited to: Hot Mix Asphalt pavement overlay (9,000 tons), roadway excavation, pavement repair, planing bituminous pavement, paving fabric, removal and replacement of curb & gutter, sidewalk, concrete approach, curb ramps, extruded curb, pedestrian refuge islands, traffic signal detection loops, channelization, restoration, utility adjustments work and all items necessary to complete the work as described in the Contract documents, which include without limitation, this Contract, Request for Bids, Bidder's Checklist, Instructions to Bidders, General Contractual Terms and Conditions, Bid Form, Bid Signature Page, Bid Bond, Combined Affidavit and Certification Form, Contractor's Compliance Statement, Notice of Completion of Public Works Contract attached as Exhibit A, Contract Change Order Agreement attached as Exhibit B, Contractor's Retainage Agreement attached as Exhibit C, Retainage Bond to City of Federal Way attached as Exhibit D, Notice to Labor Unions or Other Employment Organizations Nondiscrimination in Employment attached as Exhibit E, Certificate(s) of Insurance Form attached hereto as Exhibit F, Performance / Payment Bond attached hereto as Exhibit G, Title VI Assurances attached hereto as Exhibit H, Standard Plans and Details attached as Appendix A, Benefit Code Key and Prevailing Wage Rates attached as Appendix B, 2014 WSDOT / APWA Standard Specifications for Road, Bridge and Municipal Construction, and all other Appendices attached hereto and incorporated by this reference, (collectively the "Contract Documents"), which Work shall be completed to the City's satisfaction, within the time period prescribed by the City and pursuant to the direction of the Mayor or his or her designee. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 37 2015 RFB ver. 1-08 1.2 Completion Date. The Work shall be commenced within five (5) days of receipt by the Contractor of the City's Notice to Proceed. The. Work shall be completed on or before October 31, 2015. In the event the Work is not substantially completed within the time specified, Contractor agrees to pay to the City liquidated damages in the amount set forth in the formula included in Section 1.3 of this Contract. The Work shall not be deemed completed until the City has accepted the Work and delivered a written Notice of Completion of Public Works Contract in the form attached hereto as Exhibit"A". 1.3 Liquidated Damages. Time is of the essence of the Contract. Delays inconvenience the public and cost taxpayers undue sums of money, adding time needed for administration, inspection, and supervision. It is impractical for the City to calculate the actual cost of delays. Accordingly, the Contractor agrees to pay liquidated damages calculated on the following formula for its failure to complete this Contract on time: (1) To pay (according to the following formula) liquidated damages for each working day beyond the number of working days established for completion, and (2) To authorize the City to deduct these liquidated damages from any money due or coming due to the Contractor. LIQUIDATED DAMAGES FORMULA LD = 0.15C T Where: LD = Liquidated damages per working day (rounded to the nearest dollar). C = Original Contract amount. T = Original time for completion. When the Work is completed to the extent that the City has full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint, the City may determine the Work is complete. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete this entire Contract. 1.4 Performance Standard. Contractor shall perform the Work in a manner consistent with accepted practices for other properly licensed contractors. 1.5 Compliance with Laws. Contractor shall perform the Work in accordance with all applicable federal, state and City laws, including but not limited to all City ordinances, resolutions, standards or policies, as now existing or hereafter adopted or amended, and obtain all necessary permits and pay all permit, inspection or other fees, at its sole cost and expense. 1.6 Change Orders. The City may, at any time, without notice to sureties, order changes within the scope of the Work. Contractor agrees to fully perform any such alterations or additions to the Work. All such change orders shall be in the form of the Contract Change Order Agreement attached hereto as Exhibit "B", which shall be signed by both the Contractor and the City, shall specifically state the change of the Work, the completion date for such changed Work, and any increase or decrease in the compensation to be paid to Contractor as a result of such change in the Work. Oral change orders shall not be binding upon the City unless confirmed in writing by the City. If any change hereunder causes an increases or decrease in the Contractor's cost of, or time City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 38 2015 RFB ver. 1-08 required for, the performance or any part of the Work under this Contract, an equitable adjustment will be made and the Contract modified in writing accordingly. If the Contractor intends to assert a claim for an equitable adjustment hereunder, it shall, within five (5) days after receipt of a written change order from the City or after giving the written notice required above, as the case may be, submit to the City a written statement setting forth the general nature and monetary extent of such claim; provided the City, in its sole discretion, may extend such five (5) day submittal period upon request by the Contractor. The Contractor shall supply such supporting documents and analysis for the claims as the City may require to determine if the claims and costs have merit. No claim will be allowed for any costs incurred more than five (5) days before the Contractor gives written notice as required. No claim by the Contractor for an _ equitable adjustment hereunder will be allowed if asserted after final payment under this Contract. 1.7 Work and Materials Omitted. The Contractor shall, when directed in writing by the City, omit work, services and materials to be furnished under the Contract and the value of the omitted work and materials will be deducted from the Total Compensation and the delivery schedule will be reviewed if appropriate. The value of the omitted work, services and materials will be a lump sum or unit price, as mutually agreed upon in writing by the Contractor and the City. If the parties cannot agree on an appropriate deduction, the City reserves the right to issue a unilateral change order adjusting the price and the delivery schedule. 1.8 Utility Location. Contractor is responsible for locating any underground utilities affected by the Work and is deemed to be an excavator for purposes of Chapter 19.122 RCW, as amended. Contractor shall be responsible for compliance with Chapter 19.122 RCW, including utilization of the "one call" locator system before commencing any excavation activities. 1.9 Air Environment. Contractor shall fully cover any and all loads of loose construction materials including without limitation, 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 of Federal Way. 2. TERM This Contract shall commence on the effective date of this Contract and continue until the completion of the Work, which shall be no later than October 31, 2015 to complete, and the expiration of all warranties contained in the Contract Documents ("Term'). 3. WARRANTY 3.1 Requisite Skill. The Contractor warrants that it has the requisite skill to complete the Work, and is appropriately accredited and licensed by all applicable agencies and governmental entities, including but not limited to being registered to do business in the City of Federal Way by obtaining a City of Federal Way business registration. Contractor represents that it has visited the site and is familiar with all of the plans and specifications in connection with the completion of the Work. 3.2 Defective Work. The Contractor shall, at its sole cost and expense, correct all Work which the City deems to have defects in workmanship and material discovered within one (1) year after the City's final acceptance of the Work as more fully set forth in the General Conditions of the Contract. This warranty shall survive termination of this Contract. Conducting of tests and inspections, review of specifications or plans, payment for goods or services, or acceptance by the City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 39 2015 RFB ver. 1-08 City does not constitute waiver, modification or exclusion of any express or implied warranty or any right under this Contract or law. 4. COMPENSATION 4.1 Total Compensation. In consideration of the Contractor performing the Work, the City agrees to pay the Contractor in accordance with the Bid Schedule, which amount shall constitute full and complete payment by the City ("Total Compensation"). 4.2 Contractor Responsible for Taxes. The Contractor shall be solely responsible for the payment of any taxes imposed by any lawful jurisdiction as a result of the performance and payment of this Contract. 4.3 Nonpayment. The City shall have the right to withhold payment to the Contractor for any of the Work not completed in a satisfactory manner, in the City's sole discretion, which shall be withheld until such time as Contractor modifies or repairs the Work so that the Work is acceptable to the City. 4.4 Method of Payment. The basis of payment will be the actual quantities of work performed according to the contract and as specified for payment. Payments will be made for work and labor performed and materials furnished under the contract according to the price in the proposal unless otherwise provided. Partial payments will be made once each month, based on partial estimates prepared by the Engineer and signed by the Contractor. Failure to perform any obligation under this Contract may be adequate reason for the City to withhold payments until the obligation is performed. Upon completion of all work and after final inspection, the amount due the Contractor under the contract will be paid based upon the final estimate made by the Engineer and signed by the Contractor. Payment to the Contractor for partial estimates, final estimates, and retained percentages shall be subject to controlling laws. 4.5 Retainage. Pursuant to Chapter 60.28 RCW, five percent (5%) of the Total Compensation shall be retained by the City to assure payment of Contractor's state sales tax as well as payment of subcontractors, suppliers and laborers. Upon execution of this Contract, Contractor shall complete, execute and deliver to the City the Contractor Retainage Agreement attached hereto as Exhibit"C" or execute the Retainage Bond attached hereto as Exhibit "D". No payments shall be made by the City from the retained percentage fund ("Fund") nor shall the City release any retained percentage escrow account to any person, until the City has received from the Department of Revenue a certificate that all taxes, increases, and penalties due from the Contractor and all taxes due and to become due with respect to the Contract have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the State's lien on the retained percentage. Upon non-payment by the general contractor, any supplier or subcontractor may file a lien against the retainage funds, pursuant to Chapter 60.28 RCW. Subcontractors or suppliers are required to give notice of any lien within forty-five (45) days of the completion of the Work and in the manner provided in RCW 39.08.030. Within sixty (60) days after completion of all Work on this Contract, the City shall release and pay in full the money held in the Fund, unless the City becomes aware of outstanding claims made against this Fund. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 40 2015 RFB ver. 1-08 5. EQUAL OPPORTUNITY EMPLOYER In all Contractor services, programs or activities, and all Contractor hiring and employment made possible by or resulting from this Contract, there shall be no discrimination by Contractor or by Contractor's employees, agents, subcontractors or representatives against any person because of sex, age (except minimum age and retirement provisions), race, color, creed, national origin, marital status or the presence of any disability, including sensory, mental or physical handicaps, unless based upon a bona fide occupational qualification in relationship to hiring and employment, advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Contractor comply with and shall not violate any of the terms of Chapter 49.60 RCW, Title VII of the Civil Rights Act of 1964, the Americans With Disabilities Act, Section 504 of the Rehabilitation Act of 1973, 49 CFR Part 26, or any other applicable federal, state, or local law or regulation regarding non-discrimination. Any material violation of this provision shall be grounds for termination of this Contract by the City and, in the case of the Contractor's breach, may result in ineligibility for further City agreements. If this project involves federal funds including USDOT funds administered by WSDOT, the contractor agrees to the clauses contained in Exhibit H. 6. INDEPENDENT CONTRACTOR/CONFLICT OF INTEREST 6.1 It is the intention and understanding of the Parties that the Contractor shall be an • independent contractor and that the City shall be neither liable nor obligated to pay Contractor sick leave, vacation pay or any other benefit of employment, nor to pay any social security or other tax which may arise as an incident of employment. The Contractor shall pay all income and other taxes due. Industrial or any other insurance that is purchased for the benefit of the City, regardless of whether such may provide a secondary or incidental benefit to the Contractor, shall not be deemed to convert this Agreement to an employment contract. It is recognized that Contractor may or will be performing professional services during the Term for other parties; provided, however, that such performance of other services shall not conflict with or interfere with Contractor's ability to perform the Services. Contractor agrees to resolve any such conflicts of interest in favor of the City. 6.2 If the Contractor is a sole proprietorship or if this is a contract with an individual, the contractor agrees to notify the City and complete any required form if the Contractor retired under a State of Washington retirement system and agrees to indemnify any losses the City may sustain through the Contractor's failure to do so. 7. CITY'S RIGHT TO TERMINATE CONTRACT 7.1 Termination Without Cause. Prior to the expiration of the Term, this Contract may be terminated without cause upon oral or written notice delivered to Contractor from the City. Upon termination, all supplies, materials, labor and/or equipment furnished prior to such date shall, at the City's option, become its property. In the event Contractor is not in breach of any of the provisions of this Contract, Contractor will be paid for any portion of the Work which has been completed to the City's satisfaction, calculated by the percentage amount that portion of the Work completed and accepted by the City bears to the Total Compensation. 7.2 Termination For Cause. The City may immediately terminate this Contract, take possession of the Property and all materials thereon and finish the Work by whatever methods it may deem expedient, upon the occurrence of any one or more of the following events: (1) If the Contractor should be adjudged a bankrupt. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 41 2015 RFB ver. 1-08 (2) If the Contractor should make a general assignment for the benefit of its creditors. (3) If a receiver should be appointed on the account of insolvency of Contractor. (4) If Contractor should persistently or repeatedly refuse or fail to supply a sufficient number of properly skilled workmen or proper materials for completion of the Work. (5) If the Contractor should fail to complete the Work within the time specified in this Contract. (6) If the Contractor should fail to complete the Work in compliance with the plans and specifications, to the City's satisfaction. (7) If the Contractor should fail to make prompt payment to subcontractors or for material labor. (8) If Contractor should persistently disregard laws, ordinances or regulations of federal, state, or municipal agencies or subdivisions thereof. (9) If Contractor should persistently disregard instructions of the Mayor or his or her representative. (10) If Contractor shall be in breach or violation of any term or provision of this Contract, or (11) If the Work is not being performed pursuant to RCW 49.28.050 or 49.28.060. 7.3 Result of Termination. In the event that this Contract is terminated for cause by the City, the City may do any or all of the following: (1) Stop payments. The City shall cease any further payments to Contractor and Contractor shall be obligated to repay any payments it received under this contract. (2) Complete Work. The City may, but in no event is the City obligated to, complete the Work, which Work may be completed by the City's agents, employees or representatives or the City may retain independent persons or entities to complete the Work. Upon demand, Contractor agrees to pay to the City all of its costs and expenses in completing such Work. (3) Take Possession. The City may take possession of the Property and any equipment and materials on the Property and may sale the same, the proceeds of which shall be paid to the City for its damages. (4) Remedies Not Exclusive. No remedy or election under this Contract shall be deemed an election by the City but shall be cumulative and in addition to all other remedies available to the City at law, in equity or by statute. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 42 2015 RFB ver. 1-08 8. INDEMNIFICATION 8.1 Contractor Indemnification. The Contractor agrees to indemnify, defend, and hold the City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and all attorney fees) to or by any and all persons or entities, including, without limitation, their respective agents, licensees, or representatives, arising from, resulting from, or connected with this Contract to the extent caused by the negligent acts, errors or omissions of the Contractor, its partners, shareholders, agents, employees, or by the Contractor's breach of this Contract. Contractor waives any immunity that may be granted to it under the Washington State Industrial Insurance Act, Title 51 RCW. Contractor's indemnification shall not be limited in any way by any limitation on the amount of damages, compensation or benefits payable to or by any third party under workers' compensation acts, disability benefit acts or any other benefits acts or programs. 8.2 City Indemnification. The City agrees to indemnify, defend, and hold the Contractor, its officers, directors, shareholders, partners, employees, and agents harmless from any and all claims, demands, losses, actions and liabilities (including costs and attorney fees) to or by any and all persons or entities, including without limitation, their respective agents, licenses, or representatives, arising from, resulting from or connected with this Contract to the extent solely caused by the negligent acts, errors, or omissions of the City, its employees or agents. 8.3 Survival. The provisions of this Section shall survive the expiration or termination of this Contract with respect to any event occurring prior to such expiration or termination. 9. INSURANCE 9.1 Minimum Limits. The Contractor agrees to carry as a minimum, the following insurance, in such forms and with such carriers who have a rating which is satisfactory to the City: (1) Workers' compensation and employer's liability insurance in amounts sufficient pursuant to the laws of the State of Washington; (2) Commercial general liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death, products liability and property damage. (3) Automobile liability insurance with combined single limits of liability not less than $2,000,000 for bodily injury, including personal injury or death and property damage. 9.2 Endorsements. Each insurance policy shall contain, or be endorsed to contain, the following provisions: (1) The City, its officers, officials, employees, volunteers and agents shall each be named as additional insured. (2) Coverage may not be terminated or reduced in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, to the City. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 43 2015 RFB ver. 1-08 (3) Coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of Contractor's insurance. (4) Coverage shall apply to each insured separately against whom claim is made or suit is brought. (5) Coverage shall be written on an "occurrence" form as opposed to a "claims made"or"claims paid"form. 9.3 Verification. Contractor shall furnish the City with certificates of insurance evidencing the coverage required by the Section, in compliance with the Certificate(s) of Insurance Form attached hereto as Exhibit "F", which certificate must be executed by a person authorized by the insurer to bind coverage on its behalf. The City reserves the right to require complete certified copies of all required insurance policies, at any time. 9.4 Subcontractors. Contractors shall include all subcontractors as additional insured under its policies or shall furnish separate certificates for each subcontractor. All coverage for subcontractors shall be subject to all of the requirements stated herein. 9.5 Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be disclosed by Contractor and approved in writing by the City. At the option of the City, Contractor shall either reduce or eliminate such deductibles or self-insured retentions or procure a bond guaranteeing payment for any amounts not covered by the insurance by reason of such deductibles or self-insured retentions. 9.6 Asbestos Abatement or Hazardous Materials. If asbestos abatement or hazardous materials work is performed, Contractor shall review coverage with the City's Risk Manager and provide scope and limits of coverage that are appropriate for the scope of Work and are satisfactory to the City. Contractor shall not commence any Work until its coverage has been approved by the Risk Manager. 9.7 Termination. The Contractor's failure to provide the insurance coverage required by this Section shall be deemed to constitute non-acceptance of this Contract by the Contractor and the City may then award this Contract to the next lower bidder. 10. PERFORMANCE/PAYMENT BOND Pursuant to RCW 39.08.010, Contractor shall post a Performance/Payment Bond in favor of the City, in the form attached to this Contract as Exhibit"G" and incorporated by this reference, in a dollar amount satisfactory to the City; to guarantee Contractor's performance of the Work to the City's satisfaction; to insure Contractor's performance of all of the provisions of this Contract; and to guarantee Contractor's payment of all laborers, mechanics, subcontractors and material persons. Contractor's obligations under this Contract shall not be limited to the dollar amount of the bond. 11. SAFETY Contractor shall take all necessary precautions for the safety of employees on the work site and shall comply with all applicable provisions of federal, state and municipal safety and health laws and codes, including without limitation, all OSHA/WISHA requirements, Safety and Health Standards for Construction Work (Chapter 296-155 WAC), General Safety and Health Standards City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 44 2015 RFB ver. 1-08 (Chapter 296-24 WAC), and General Occupational Health Standards (Chapter 296-62 WAC). Contractor shall erect and properly maintain, at all times, all necessary guards, barricades, signals and other safeguards at all unsafe places at or near the Work for the protection of its employees and the public, safe passageways at all road crossings, crosswalks, street intersections, post danger signs warning against any known or unusual hazards and do all other things necessary to prevent accident or loss of any kind. Contractor shall protect from danger all water, sewer, gas, steam or other pipes or conduits, and all hydrants and all other property that is likely to become displaced or damaged by the execution of the Work. The Contractor shall, at its own expense, secure and maintain a safe storage place for its materials and equipment and is solely responsible for the same. 12. PREVAILING WAGES 12.1 Wages of Employees. This contract is subject to the minimum wage requirements of Chapter 39.12 RCW and Chapter 4928 RCW (as amended or supplemented). On Federal-aid projects, Federal wage laws and rules also apply. The Hourly minimum rates for wages and fringe benefits are listed in Appendix B. When Federal wage and fringe benefit rates are listed, the rates match those identified by the U.S. Department of Labor's"Decision Number"shown in Appendix B. The Contractor, any subcontractor, and all individuals or firms required by Chapter 39.12 RCW, Chapter 296-127 WAC, or the Federal Davis-Bacon and Related Acts (DBRA) to pay minimum prevailing wages, shall not pay any worker less than the minimum hourly wage rates and fringe benefits required by Chapter 39.12 RCW or the DBRA. Higher wages and benefits may be paid. When the project is subject to both State and Federal hourly minimum rates for wages and fringe benefits and when the two rates differ for similar kinds of labor, the Contractor shall not pay less than the higher rate unless the state rates are specifically preempted by Federal law. The Contractor shall ensure that any firm (Supplier, Manufacturer, or Fabricator) that falls under the provisions of Chapter 39.12 RCW because of the definition "Contractor" in Chapter 296- 127-010 WAC, complies with all the requirements of Chapter 39.12 RCW. 12.2 Exemptions to Prevailing Wage. The prevailing wage requirements of Chapter 39.12 RCW, and as required in this Contract do not apply to: (1) Sole owners and their spouses; (2) Any partner who owns at least 30% of a partnership; (3) The President, Vice President and Treasurer of a corporation if each one owns at least 30% of the corporation. 12.3 Reporting Requirements. On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the Engineer the following for itself and for each firm covered under Chapter 39.12 RCW that provided work and materials of the contract: (1) A copy of an approved "Statement of Intent to Pay Prevailing Wages" State L&I form number F700-029-000. The City will make no payment under this contract for the work performed until this statement has been approved by State L&I and a certified copy of the approved form has been submitted to the City. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 45 2015 RFB ver. 1-08 (2) A copy of an approved "Affidavit of Prevailing Wages Paid," State L&I form number F700-007-000. The City will not release to the contractor any funds retained under Chapter 60.28.011 RCW until all of the "Affidavit of Prevailing Wages Paid" forms have been approved by State L&I and a certified copy of all the approved forms have been submitted to the City. The Contractor shall be responsible for requesting these forms from the State L&I and for paying any approval fees required by State L&I. Certified payrolls are required to be submitted by the Contractor to the City, for the Contractor and all subcontractors or lower tier subcontractors. 12.4 Disputes. In the event any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be resolved by the City and the Contractor, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State of Washington and the decision therein shall be final and conclusive and binding on all parties involved in the dispute. 13. FAILURE TO PAY SUBCONTRACTORS In the event the Contractor shall fail to pay any subcontractors or laborers, fail to pay for any materials, or fail to pay any insurance premiums, the City may terminate this Contract and/or the City may withhold from the money which may be due the Contractor an amount necessary for the payment of such subcontractors, laborers, materials or premiums. 14. OWNERSHIP OF DOCUMENTS All originals and copies of work product, including plans, sketches, layouts, designs, design specifications, records, files, computer disks, magnetic media, all finished or unfinished documents or material which may be produced or modified by Contractor while performing the Work shall become the property of the City and shall be delivered to the City at its request. 15. CONFIDENTIALITY Any records, reports, information, data or other documents or materials given to or prepared or assembled by the Contractor under this Contract will be kept as confidential and shall not be made available to any individual or organization by the Contractor without prior written approval of the City. 16. BOOKS AND RECORDS The Contractor agrees to maintain books, records, and documents which sufficiently and properly reflect all direct and indirect costs related to the performance of this Contract and such accounting procedures and practices as may be deemed necessary by the City to assure proper accounting of all funds paid pursuant to this Contract. These records shall be subject at all reasonable times to inspection, review or audit by the City, its authorized representative, the State Auditor, or other governmental officials authorized by law to monitor this Contract. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 46 2015 RFB ver. 1-08 17. CLEAN UP At any time ordered by the City and immediately after completion of the Work, the Contractor shall, at its own expense, clean up and remove all refuse and unused materials of any kind resulting from the Work. In the event the Contractor fails to perform the necessary clean up, the City may, but in no event is it obligated to, perform the necessary clean up and the costs thereof shall be immediately paid by the Contractor to the City and/or the City may deduct its costs from any remaining payments due to the Contractor. 18. CONTRACTOR AND SUBCONTRACTOR RESPONSIBILITY: 18.1 Contractor Verification. The Contractor verifies that it has a certificate of registration with the State of Washington; has a current state unified business identifier number; is not disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); has industrial insurance as required by Title 51 RCW, if applicable; has an employment security department number as required in Title 50 RCW, if applicable; has a state excise tax registration number as required in Title 82 RCW, if applicable; possesses a valid electrical contractor license as required by chapter 19.28 RCW, if applicable; and possesses an elevator contractor license as required by chapter 70.87 RCW, if applicable. 18.2 Subcontractor Contracts. The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require each of its subcontractors to include the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. Upon request of the Owner, the Contractor shall promptly provide documentation to the Owner demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The requirements of this section apply to all subcontractors regardless of tier. 18.3 Subcontractor Verification. At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors meets the following bidder responsibility criteria: Have a current certificate of registration in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; Have a current Washington Unified Business Identifier (UBI) number; Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3); Have Industrial Insurance (workers' compensation) coverage for the subcontractor's employees working in Washington, as required in Title 51 RCW, if applicable; A Washington Employment Security Department number, as required in Title 50 RCW, if applicable; A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW, if applicable; An electrical contractor license, if required by Chapter 19.28 RCW, if applicable; An elevator contractor license, if required by Chapter 70.87 RCW. 19. GENERAL PROVISIONS 19.1 Entire Contract. The Contract Documents contain all of the agreements of the Parties with respect to any matter covered or mentioned in this Contract and no prior agreements or understandings pertaining to any such matters shall be effective for any purpose. 19.2 Modification. No provisions of this Contract, including this provision, may be amended or added to except by agreement in writing signed by the Parties or their respective successors in interest. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 47 2015 RFB ver. 1-08 19.3 Full Force and Effect. Any provision of this Contract, which is declared invalid, void or illegal, shall in no way affect, impair, or invalidate any other provision hereof and such other provisions shall remain in full force and effect. 19.4 Assignment. The Contractor shall not transfer or assign, in whole or in part, any or all of its obligations and rights hereunder without the prior written consent of the City. In the event the City consents to any such assignment or transfer, such consent shall in no way release the Contractor from any of its obligations or liabilities under this Contract. 19.5 Successors In Interest. Subject to the preceding Subsection, this Contract shall be binding upon and inure to the benefit of the Parties'successors in interest, heirs and assigns. 19.6 Attorney Fees. In the event the City or the Contractor defaults on the performance of any terms in this Contract, and the Contractor or City places the enforcement of the Contract or any part thereof, or the collection of any monies due, or to become due hereunder, or recovery of possession of any belongings, in the hands of an attorney, or file suit upon the same, each Party shall pay all its own attorneys' fees, costs and expenses. The venue for any dispute related to this Contract shall be King County, Washington. 19.7 No Waiver. Failure of the City to declare any breach or default immediately upon • occurrence thereof, or delay in taking any action in connection with, shall not waive such breach or default. Failure of the City to declare one breach or default does not act as a waiver of the City's right to declare another breach or default. 19.8 Governing Law. This Contract shall be made in and shall be governed by and interpreted in accordance with the laws of the State of Washington. 19.9 Authority. Each individual executing this Contract on behalf of the City and Contractor represents and warrants that such individuals are duly authorized to execute and deliver this Contract on behalf of the Contractor or City. 19.10 Notices. Any notices required to be given by the City to Contractor or by the Contractor to the City shall be delivered to the Parties at the addresses set forth below. Any notices may be delivered personally to the addressee of the notice or may be deposited in the United States mail, postage prepaid, to the address set forth herein. Any notice so posted in the United States mail shall be deemed received three (3) days after the date of mailing. 19.11 Captions. The respective captions of the Sections of this Contract are inserted for convenience of reference only and shall not be deemed to modify or otherwise affect in any respect any of the provisions of this Contract. 19.12 Performance. Time is of the essence of this Contract and each and all of its provisions in which performance is a factor. Adherence to completion dates is essential to the Contractor's performance of this Contract. 19.13 Compliance with Ethics Code. If a violation of the City's Ethics Resolution No. 91-54, as amended, occurs as a result of the formation and/or performance of this Contract, this Contract may be rendered null and void, at the City's option. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 48 2015 RFB ver. 1-08 19.14 Conflicting Provisions. In the event of a conflict between the terms and provisions of any of the Contract Documents, the Mayor or his or her designee shall issue an interpretation of the controlling document, which interpretation shall be final and binding. DATED the day and year set forth above. CITY OF FEDERAL WAY By: J" Fer ell, Mayor 325 8th Avenue South Federal Way, WA 98003-6325 ATTEST: e k, Stephanie Courtney, C APPROVED AS TO FORM: Old tU/City Attorney, Amy Jo Pearsall City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 49 2015 RFB ver. 1-08 LAKESIDE INDUSTRIES, INC. By: =Air Dax Woolston, Treasurer 18808 SE 257th Street Covington, WA 98042 STATE OF WASHINGTON ) ) ss. COUNTY OF I<►^lh ) On this day personally appeared before me Dax Woolston, to me known to be the Treasurer of Lakeside Industries, Inc. that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hi��layyliofficial seal this Zy� day of 144.04-ti , 20/5 *Iii;7,70444 IA) diliateffiL. C,} c: y4941111 (typed/printed name of notary) � = Notary Public in and for the St to of Washington. Pg`ti\ a My commission expires 1--i1-0/19 e •y rOFWt:ittO� ......i R 111{ ��` City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 50 2015 RFB ver. 1-08 EXHIBIT A aTATe 4. NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Contractor's UBI Number: Date: _ s,.._ _�.. Assigned to: Date Assigned: UBI Number: Notice is hereby given relative to the completion of contract or project described below Project Name Contract Number Job Order Contracting ❑ Yes ❑ No Description of Work Done/Include Jobsite Address(es) • Federally funded road transportation project? ❑ Yes ❑ No Contractor's Name Telephone Number Affidavit ID* Contractor Address If Retainage is Bonded,List Surety's Name(or attach a copy) Surety Agent's Address Date Contract Awarded Date Work Commenced Date Work Completed Date Work Accepted Contract Amount $ Additions (+) $ Liquidated Damages $ Reductions (-) $ Amount Disbursed$ Sub-Total $ Amount Retained $ Amount of Sales Tax Paid at (If various rates apply,please send a breakdown) $ TOTAL $ TOTAL $ NOTE: These two totals must be equal Please List all Subcontractors and Sub-tiers Below: Subcontractor's Name: UBI Number:(Required) Affidavit ID* F215-038-000 07-2012 REV 31 0020e(07/06/121 Continued on page 2 City of Federal Way RFB# 15-001 2015 Asphalt Overlay 51 2015 P FR var 1_(1R Please List all Subcontractors and Sub-tiers Below: Subcontractor's Name: UBI Number:(Required) Affidavit ID* • I ' Contact Name: Title: Email Address: Phone Number: Note:The Disbursing Officer must submit this completed notice immediately after acceptance of the work done under this contract. NO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates, Affidavit ID*-Provide known ones at this time.No LNI release will be granted until all affidavits are completed. Submitting Form:Please submit the completed form to all three agencies below.For a faster response,please submit by e-mail. Washington State r Washington State Washington State Department of Revenue r� Department of Labor and Industries Employment Security Department Public Works Section � Contract Release Registration,Inquiry,Standards& PO Box 47474 v PO Box 44274 Coordination Unit Olympia WA 98504-7474 Olympia,WA 98504-4272 PO Box 9046 (360)725-7588 (360)902-5772 Olympia WA 98507-9046 FAX(360)664-4159 FAX(360)902-6897 (360)902-9450 PWC @dor.wa.gov ContractRelease @Ini.wa.gov Fax(360)902-9287 publicworks@esd.wa.gov For tax assistance or to request this document in an alternate format, visit http://dor.wa.gov or call 1-800-647-7706. Teletype(TTY)users may call(360)705-6718 F215-038-000 07-2012 REV 31 0020e(07/06/12) City of Federal Way RFB# 15-001 2015 Asphalt Overlay 52 2015 nrm. ..__ t no EXHIBIT B CITY OF FEDERAL WAY CONTRACT CHANGE ORDER AGREEMENT PROJECT CHANGE ORDER EFFECTIVE DATE NUMBER NUMBER PROJECT TITLE CONTRACTOR SUMMARY OF PROPOSED CHANGES: The time provided for completion in the Contract is ❑ Unchanged ❑ Increased ❑ Decreased by Calendar Days. This Document shall become an Amendment to the Contract and all provisions of the Contract not amended herein will apply to this Change Order. Will this change affect expiration or extent of Insurance coverage? ❑ Yes❑ No If"Yes"Will the Policies Be Extended? ❑ Yes❑ No PRICE CHANGE LUMP SUM: INCREASE $ DECREASE $ UNIT PRICE: THE ITEMS ARE APPROXIMATE OR ESTIMATED QUANTITIES INVOLVED IN THIS CHANGE ITEM NO. ITEM QUANTITY UNIT PRICE ADD OR DELETE TOTAL NET CONTRACT: INCREASE $ DECREASE $ STATEMENT: Payment for the above work will be in accordance with applicable portions of the standard specifications, and with the understanding that all materials, workmanship and measurements shall be in accordance with the provisions of the standard specifications, the contract plans, and the special provisions governing the types of construction. CONTRACTOR'S DEPT. DIRECTOR/MANAGER DATE SIGNATURE SIGNATURE City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 53 2015 RFB ver. 1-08 DEPARTMENT RECAP TO DATE: *Adjustments: ORIGINAL CONTRACT AMOUNT $ PREVIOUS CHANGE ORDERS $ THIS CHANGE ORDER $ *ADJUSTMENTS $ NEW CONTRACT AMOUNT $ ADJUSTMENTS CHANGE ORDER ESTIMATE IS HEREBY ❑ INCREASED $ ❑ DECREASED$ PAY THIS ADJUSTED AMOUNT $ DEPARTMENT DIRECTOR'S SIGNATURE City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 54 2015 RFB ver. 1-08 EXHIBIT C • CONTRACTOR'S RETAINAGE AGREEMENT City of Federal Way Bid/Contract Number 33325 8th Avenue South Federal Way,WA 98003-6325 253-835-7000 IDENTIFICATION AND DESCRIPTION Project Title Contractor Representative Bid No. Date Administering Department City Representative Funding Source Project Authority RETAINAGE FORMULA In accordance with applicable State Statutes, the following provisions will be made for the disposition of the retainage held for investment: 1. All investments selected below are subject to City approval. 2. Retainage under this agreement will be held in escrow by the (referred to herein as the Bank), the terms of which are specified by separate escrow agreement. The cost of the investment program and the risk thereof is to be borne entirely by the contractor. 3. The final disposition of the contract retainage will be made in accordance with applicable statutes. CONTRACTOR'S INSTRUCTIONS Pursuant to RCW 60.28.010 I hereby notify the City of Federal Way of my instructions 0 to invest not to invest the retainage withheld under the terms of this contract. If the investment option is selected, please provide the following information: Name of Bank, Mutual Fund,or Savings&Loan Association: Address: Account#: Contact Person: Contractor: Date: By: Title: Address: Phone: Fed ID#: Est.Completion Date: CITY APPROVAL Approval of Investment Program and Retainage Agreement Finance Director Date CERTIFICATION FOR RELEASE OF CONTRACT RETAINAGE Contract No. Project Title: I hereby certify,as Contract Administrator for this Contract representing the City of Federal Way,that all work required by the above cited contract was completed on and final acceptance by the City was granted on • I also certify that no liens have been received within 30 days from the above date from any person, persons, mechanics, subcontractors or materialman who has performed any work or provided any material of subject contract. Contract Administrator Director of Administering Department Also, please find attached certifications by the applicable state agencies of the receipt of: 1) Washington State Business Taxes (Washington State Dept. of Revenue); 2) Industrial Insurance Premiums (State Dept. of Labor & Industries); and 3) Employment Security,Unemployment Insurance Premiums(State of Washington Employment Security Dept.) City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 55 2015 RFB ver. 1-08 111 11 EXHIBIT D RETAINAGE BOND TO CITY OF FEDERAL WAY 11/ 2015 Asphalt ay Project Bond No. 106255220 KNOW ALL PERSONS BY THESE PRESENTS that we, the undersigned, Lakeside Industries, Inc. as principal ("Principal"), and �raAeiexsCasualty and Surety Company a organized and existing under the laws of the State of Connecticut ,as a surety Corporation,and qualified under the laws of the State of Washington to become surety III upon bonds of Contractors with Municipal Corporations, as surety ("Surety"), are jointly and severally held and firmly bonded to the City of Federal Way ("City") in the penal sum of: Seventy Three Thousand One Hundred* ($ 73,136.04 ) for the payment of which sum we bind ourselves and our ors, heirs, administrators or personal representatives,as ihie case may be. *Thirty Six and 04/100ths III A. This obligation is entered into in pursuant to the statutes of the State of Washington and the ordinances, regulations,standards and polite of the City,as now existing or hereafter amended or adopted. 111 B. Pursuant to proper authorization,the Mayor is authorized to enter into a certain contract with the Principal, providing far the 2015 Asphalt overlay project, which contract is incorporated herein by this reference ("Contract"),and C. Pursuant to State law, Chapter 60/8 ROW,the City is required to reserve from the monies earned by the Principal pursuant to the contract,a sum not to exceed five percent(5%), said sum to be retained by the City as a trust fund for the protection and payment of any person or persons, mechanic, subcontractor or materialrnen who shall 1111 perform any labor upon such contract or the doing of such work,and all persons who shall supply such person or persons or subcontractors with previsions and suppers for the carrying on of such work,and the State with the respect to taxes imposed pursuant to Title 82 ROW which may be due from said Principal. Every person performing labor or furnishing supplies towards completion of said improvement or work shall have a lien on said monies so reserved, provided that such notice of the lien of such claimant shall be given in the manner and within the time provided in RCW 39.08.030 as 1 o now existing and in accordance with any amendments that may hereafter be provided thereto;and D. Stake law furor provides that with the consent of the City,the Principal may submit a bond for all or any 1 a portion of the amount of funds retained by the public body in a form acceptable to the public body conditioned upon such bond any proceeds therefrom being made subject to all claims and liens and in the same manner and priority as set forth retained percentages pursuant to Chapter 60.28 RCW;and iii E. The Principal has accepted, or is about to accept, the Contract,and undertake to perform the'and therein 720.67 provided for in the manner and within the time set forth,for the amount of$ F. The City is prepared to release any required retainage money previously paid by the Principal prior to 111 acceptance and successful operation and fulfiliment of all other terms of said contract upon being indemnified by these presents, NOW,THEREFORE, if the Principal shall perform all the provisions of the Contract in the manner and within the time period prescribed by the City,or within such extensions of time as may be granted under the Contract,and shall pay all laborers, mechanics, Subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work,and if the Principal shall pay to the State all iii III taxes imposed pursuant to Title 82 RCW which may be due from such Principal as a result of this contract then and in the event this obligation shall be void;but otherwise it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, IN alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond, and it does hereby waive notice of any change,extension of time,alterations or additions to the terms of the Contract or to the Work. III The Surety hereby agrees that modifications and changes may be made in the terms and provisions of the Contract without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this Retainage Bond in a like amount,such increase, alhowever,not to exceed twenty-five percent(25%)of the original amount of this bond without consent of the Surety. City of Federal y4,'ay RFB#15-001 • 2015 Asphalt Overlay Project 56 2015 RFB ver. 1-08 I Within forty-five(45)days of receiving notice that the Principal has defaulted on all or part of the terms of the Contract, the Surety shall make written commitment to the City that it will either (a) are the default itself within a reasonable time period,or(b)tender to the City,the amount necessary for the City to remedy the default,induding legal . fees incurred by the City,or(c) in the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default,the Surety shall notify the City of its finding and its intent,if any,to interplead. The Surety shall then fulfill its abligatims under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced In an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option(b),then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return,without interest,any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate,limited to the born!amount. Should the Surety elect option (c), the Parties shall first complete participation In mediation, described in the below paragraph,Prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's of default by the Principal, the Parties agree to participate in at least fax hours of mediation in accordance with the mediation procedures of United States Arbitration and Mediation CUSA&M'). The Parties shall proportionately share in I the cost of the mediation. The mediation shall be administered by the Seattle USA&M office,4300 Two Union Square, 601 Union Street,Seattle,Washington 98101-2327, The Surety shall not interplead prior to convletion of the mediation. The parties have executed this Instrument under their separate seats this 20th , March , 2022, the name and corporate seal of each corporate party hereto affixed, and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. CORPORATE SEAL: PRINCIPAL ' Ill Lakeside Indust ries,■ I . / By ,w ►.,� 'IIII TrtiUx. u.s.9. l S.,Lri- d t Ito A +X Iv.Ail-r wil y Z.7 1111 CORPORATE SEAL: ,,.,.e....du;.,,,,, SURETY of wIA Travelers Casualty and Surety 0 I ,1/41,1,1t,.'""� Company of America L 1 �� o i 7! : a>. Attorney- a 4 t t y- • 'C d , (Attach Power of Attorney) 1.,t70-b � *•.►' ti.` Susan B. Larson, Attorney-in-Fact , J •••...w••• ,.&'T,,'" Title° ',,'''','1311rItij 4r*d*'�\ {; 2233 112th Ave NE ill ,,1 'f1mInAii°� Address: MR Bellevue, WA 98004 I II City of Federal Way RFB#15-001 4 2015 Asphalt Overlay Project 57 2015 RFB ver. 1-0$ CERTIFICATES AS TO CORf'_QRATE SEAL. I hereby certify that I am the (Assistant) Secretary of the Corporation named as Prindpal in the within bond; that �S , who signed the said bond on behalf of tits Prix ipal, was 'f`t erg<��mac-- of saki Corporation; that I know his or her signature thereto is genuine, and that said borxi was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. i//per Secretary of 1' rnt -• a.: 111 I hereby certify that I am the(Assistant) Secretary of the Corporation named as Surety in the within bond; that , who signed the said bond on behalf of the Surety, was of the saki Corporation; that I know his or her signature thereto is genuine,and II that saki bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of Its governing body. **See attached Power of Attorney** id ON Secretary of Assistant Secretary APPROVED AS TO FORM: ki/j// is for� -So l- �t�1 I�City Attorney 111 Pew/fit I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 58 2015 RFB ver. 1-08 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER • POWER OF ATTORNEY I TRAVELERS J� Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America I. St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. Certificate No. 006219825 228923 IKNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint I Deanna M.French,Jill A. Boyle,Susan B.Larson,Scott Fisher,Elizabeth R. Hahn,Jana M.Roy,Scott McGilvray,Mindee L.Rankin,Ellen Bell.Jim Hamlin,Ronald J.Lange,John Claeys,Roger Kaltenbach.and Guy P.Armfield I of the City of Bellevue ,State of Washington ,their true and lawful Attorney(s)-in-Fact, I each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pert ittedsin any t ions or, ceedings allowed by law. 1 IN WITNESS WHEREOF,the Companies have caused this instrument signed and theiircorporate seals to be hereto affixed,this 16th 2015 day of January I Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty;Irance Companyt Travelers Casualty and Surety Company I� Fidelity and Guaranty Insurance Underwriters,Inc. St.Paul Fire and Marine Insurance Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company CNSpLp'4,�' .• 4 �,..9�:17 1'1 I(vn Jyo pE 6 y l,oN 1ty` P 0,S774,:;\ ,,,,,VI 4N0 raRok O�O'"•,W.A "A•... ' .1. AO � 4 �9 Q'',—`'> 4,4- .•-.40- cP 549 rwc°4wA4D1:94:N y x,W�,,�,,,,,,,� z /j�it 4, m ,�:� Are:.l^. �...I V, S (1 -'.`nvinlXTt� �� f�''O fl E x pPPOR 1 Z 1982 O v9 f r: " IE --- in': m HARTFORD,y 1 1951 , ?3 �.SEAL41 -4\s..EAL i. m mut c 2 N 4` , •.♦ '' y1.5 '� ro s.. 't e i ,gyp y.'+Jr'_ �,i`,� ''? ,. wx Mn ce a„::.�»N � ..�..:>, obi �N . 4 �44 At” I e �` + / / f // rr�� I State of Connectit}4S4,*<< By: City of HaiJ f d.ss. Robert L.Raney, enior Vice President On this the 16th day of January 2015 before me personally appeared Robert L.Raney,who acknowledged himself to Ibe the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing Iinstrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G•Ter In Witness Whereof,I hereunto set my hand and official seal. t 'TM W w" v • My Commission expires the 30th day of June,2016. * * Marie C.Tetreault,Notary Public 49i GIP I58440-8-12 Printed in U.S.A. r WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 'S This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company,Fidelity t and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is , FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, l any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance 1 Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and Uniteg tes Fidel t ;and Gi my Company do hereby certify that the above and foregoing f is a true and correct copy of the Power of Attorney executed by said Comp 'which s Wall force effect and has not been revoked. Ia IN TESTIMONY WHEREOF,I have hereunto set my hand anda ixe the seals o said parries this O day of l�1h��J,20 1 1 . { Kevin E.Hughes,Assistant Sec -tary I' a d 4 T 1 .Iy .-, � �opRSUq< � ,.F\RE 4 S iR�\ s.?9 J Y. `„ aJJr,NQ m w �Y .• O2 F' ' )L p � 4 , ` , aoR„„ °: e o, °t - •t 3546 0 R y9n _� m84I01.1 � A ..i ( " smS 1Z1 i t'''— 'l"o:t � NhRTFORD, < ^e,.t ;I � � i 1 i���i � � 1951 ti . r SE ALia *t:sBiLfda CAt. r 3' . s. 11����t 4t f be Fa r ti .rp�� G o F ...�.�ff �ti• ab i y„ � l . v ... s yy � t''St ' , , or), "i. • To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to tt ,., -• t umhtt,the ' above-named individuals and the details of the bond to which the power is attached. r Ors it' Norm» rnit I fi C 1 WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER EXHIBIT E NOTICE TO LABOR UNIONS OR OTHER EMPLOYMENT ORGANIZATIONS NONDISCRIMINATION IN EMPLOYMENT TO: ALL EMPLOYEES AND TO: kart( A rt. Wite 30,j 1q ini LoCaJ 11 14 (Name of Union or Organization) A)"�eAnrioS $ WO 2-5G The undersigned currently holds contract(s) with involving funds or credit of the City of Federal Way, Washington, or (a) subcontract(s) with a prime contractor holding such contract(s). You are advised that, under the provisions of the above contract(s) or subcontract(s) and in accordance with Section 202 of Executive Order 11246 dated September 24, 1965, the undersigned is obliged not to discriminate against any employee or applicant of employment because of race, color, creed or national origin. This obligation not to discriminate in employment includes, but is not limited to, the following: EMPLOYMENT, UPGRADING, TRANSFER OR DEMOTION RECRUITMENT AND ADVERTISING RATES OF PAY OR OTHER FORMS OF COMPENSATION SELECTION FOR TRAINING INCLUDING APPRENTICESHIP, LAYOFF OR TERMINATION This notice is furnished to you pursuant to the provisions of the above contract(s) or subcontractor(s) and Executive Order 11246. Copies of this Notice will be posted by the undersigned in conspicuous places available to employees or applicants for employment. Comptaj*may be submitted to Jeff Huynh : City of Federal Way 33325 8th Avenue South ° ;. Federal Way, WA 98003 Lakeside Industries, Inc. '.^ P.O. Box 7016 Issaquah, WA 98027 ntracto or subcontractor) '41)1 IS Date City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 59 2015 RFB ver. 1-08 /-'""1 EXHIBIT F �```°RO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 03/23/2015 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: Parker,Smith&Feek,Inc. PHONE 425-709-3600 FAX 425-709-7460 2233 112th Avenue NE E-M No.Fier (A/C,No): E-MAIL Bellevue,WA 98004 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC _INSURER A: Zurich American Insurance Co. INSURED INSURER B: National Union Fire Insurance Co.of Lakeside Industries,Inc. P.O.Box 7016 INSURER C: Issaquah,WA 98027 INSURER D: 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MMIDDIYYYY) (MM/DD/YYYY) LIMITS A GENERAL UABILITY GLA399263010 6/1/2014 6/1/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 300,000 X:COMMERCIAL GENERAL LIABILITY X X PREMISES(Ea occurrence) $ CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY 1,000,000 GENERAL AGGREGATE $ 2,000,000 _ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO X LOC $ JECT A AUTOMOBILE LIABILITY GLA399263010 COMBINED SINGLE LIMIT 2,000,000 6/1/2014 6/1/2015 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS AUTOS ( ) HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) _ B UMBRELLA LIAB X OCCUR BE11665582 EACH OCCURRENCE $ 2+000+000 EXCESS LIAB X X 6/1/2014 6/1/2015 2,000,000 X CLAIMS-MADE AGGREGATE _ $ DED X RETENTION$ 10,000 $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'UABILITY Y/N TORY LIMITS ER _. ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ( N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) LI Job No.125009-City of Federal Way 2015 Asphalt Overlay Project(RFB15-001). City of Federal Way,its officials,employees and volunteers are included as Additional Insured and coverage is primary and non-contributory regarding General Liability per Endorsement U-GL-1175-F CW 04-13 attached;regarding Excess Liability per Endorsement 33 attached.Waiver of Subrogation applies regarding General Liability per Endorsement U-GL-925-B CW 12-01 attached;regarding Excess Liability per Endorsement 60417 5-94 attached. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Federal Way 33325 8th Ave South AUTHORIZED REPRESENTATIVE Federal Way,WA 98003-6325 pitoji„Th ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1 of 6 SPC ID:LI LAKEINDU(JJW00) 0 Additional Insured —Automatic — Owners, Lessees Or ZURICH Contractors Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff.Date of End. Producer No. Add'I.Prem Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Address(including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II—Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. Such person or organization is an additional insured only with respect to liability for"bodily injury", "property damage" or"personal and advertising injury"caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf, in the performance of your ongoing operations or "your work" as included in the "products-completed operations hazard",which is the subject of the written contract or written agreement. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds,the following additional exclusion applies: This insurance does not apply to: "Bodily injury", "property damage" or"personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence"which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. U-GL-1175-F CW(04/13) Page 1 of 2 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 2 of 6 SPC ID:LI LAKEINDU(JJW00) C. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV— Commercial General Liability Conditions: The additional insured must see to it that: 1. We are notified as soon as practicable of an"occurrence"or offense that may result in a claim; 2. We receive written notice of a claim or"suit"as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. For the purposes of the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance;and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b.of the Other Insurance Condition of Section IV—Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same"occurrence",offense, claim or"suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III—Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Paragraph A. of this endorsement;or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms and conditions of this policy remain unchanged. U-GL-1175-F CW(04/13) Page 2 of 2 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. 3 of 6 SPC ID.LI LAKEINDU(JJW00) Waiver Of Subrogation (Blanket) Endorsement Policy No E ff Date of Pol. Exp. Date of Pol. E ff.Date of End. Producer Addl.Pratt Retum Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement,which is executed before a loss,to waive your rights of recovery from others,we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. L-GL-925-B CV. (12 01) Pee 1 oil 'sue Ccpy ENDORSEMENT NO.33 This endorsement, effective 12:01 AM: June 1, 2014 Forms a part of policy no.: BE 11665582 • Issued to: LAKESIDE INDUSTRIES, INC. By: NATIONAL UNION FIRE INSURANCE COMPANY OF PITTSBURGH, PA. Commercial Umbrella Policy Form Additional Insured Endorsement -- Primary and Non-Contributory This policy is amended as follows: Section IV. Definitions, Paragraph E., is amended to include the following additional provision: Insured means: Any person or organization for which you have agreed in a written contract that such person or organization is an additional Insured on your policy, but only if such person or organization is included under the coverage provided by the policies listed in the Schedule of Underlying Insurance. Such person or organization is an additional insured only with respect to liability arising out of Your Work at the location designated. This provision does not apply to liability arising out of the sole negligence of such person or organization for its own acts or omissions or those of its employees or anyone else acting on its behalf. Coverage afforded to these additional insured parties, only if required by written contract, will be primary to, and non-contributory with any Other Insurance purchased and issued to that person or organization. Section IV. Definitions, is amended to include the following additional definition: Other Insurance means a valid and collectible policy of insurance providing coverage for damages covered in whole or in part by this policy, All other terms,definitions,conditions,and exclusions of this policy remain unchanged. Christopher G. Kopser Authorized Representative or countersignature (where required by law) ENDORSEMENT No. 27 This endorsement, effective 12:01 AM: June 1, 2014 Forms a part of policy no.: BE 11665582 Issued to: LAKESIDE INDUSTRIES, INC. By: NATIONAL UNION FIRE INSURANCE COMPANY OF PITTSBURGH, PA. WAIVER OF SUBROGATION In the event of any payment under this policy for a loss for which you have waived the right of recovery in a written contract entered into prior to the loss, we hereby agree to also waive our right of recovery. This Ine i ve r shall only apply with respect to a loss occurring due to operations undertaken as per the specific contract in which you waived the right of recovery. • All other terms and conditions of this policy remain unchanged. Christopher G. Kopser AUTHORIZED REPRESENTATIVE 60417 (5/94) 410166 EXHIBIT G Bond No. 106255219 CITY OF FEDERAL WAY PERFORMANCE/PAYMENT BOND KNOW ALL PEOPLE BY THESE PRESENTS: Inc Travelers Casualty and Surety Company We,the undersigned Lakeside Industries,("Principal")and of America the undersigned corporation organized and existing under the laws of the State of Connecticut • and legally doing business in the State of Washington as a surety("Surety"),are held and firmly bonded unto the City of Federal Way, a Washington municipal corporation ("City") in the penal sum of One Million Four • Hundred Thousand Seven Hundred Twenty Dollars and 67/100($1,462,720.67) for the payment of which we firmly bind ourselves and our legal representatives, heirs, successors and assigns,jointly and severally. This obligation is entered into an Agreement with the City dated (i I I , 20_5.1 for 2015 Asphalt Overlay Project. NOW,THEREFORE, if the Principal shall perform all the provisions of the Agreement in the manner and within the time period prescribed by the City, or within such extensions of time as may be granted under the Agreement, and shall pay all laborers, mechanics, subcontractors and material men or women, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold the City, their officials,agents,employees and volunteers harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of the Principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City harmless from any damage or expense by reason of failure of performance as s in the Agreement within a period of one (1) year after its final acceptance thereof by the City, then and in the event this obligation shall be void; but otherwise, it shall be and remain in full force and effect. And the Surety, for value received, hereby further stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect Its obligation on this bond, and it does hereby waive notice of any change, extension of time, alterations or additions to the terms of the Agreement or to the Work. The Surety hereby agrees that modifications and changes may be made in terms and provisions of the Agreement without notice to Surety, and any such modifications or changes increasing the total amount to be paid the Principal shall automatically Increase the obligation of the Surety on this Performance Bond in a like amount, such increase, however, not to exceed twenty-five percent (25%) of the original amount of this bond without the consent of the Surety. Within forty-five (45) days of receiving notice that the Principal has defaulted on all or part of the terms of the Agreement, the Surety shall make a written commitment to the City that it will either: (a) cure the default itself within a reasonable time period, or(b) tender to the city, the amount necessary for the City to remedy the default, including legal fees incurred by the City, or (c) In the event that Surety's evaluation of the dispute is not complete or in the event the Surety disputes the City's claim of default, the Surety shall notify the City of its finding and its intent, if any, to interplead. The Surety shall then fulfill its obligations under this bond, according to the option it has elected. Should Surety elect option (a) to cure the default, the penal sum of the Bond shall be reduced in an amount equal to the costs actually incurred by the Surety in curing the default. If the Surety elects option (b),then upon completion of the necessary work, the City shall notify the Surety of its actual costs. The City shall return, without interest, any overpayment made by the Surety and the Surety shall pay to the City any actual costs which exceed the City estimate, limited to the bond amount. Should the Surety elect option (c), the Parties shall first complete participation in mediation, ±! described in the below paragraph, prior to any interplead action. In the event a dispute should arise between the Parties to this Bond with respect to the City's declaration of default by the Principal,the Parties agree to participate in at least four hours of mediation in accordance with City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 61 2015 RF13 ver. 1-08 I the mediation procedures of United States Arbitration and Mediation ("USA&M"). The Parties shall I proportionately share in the cost of the mediation. The mediation shall be administered by the Seattle USA&M office, 4300 Two Union Square, 601 Union Street, Seattle, Washington 98101-2327. The Surety shall not interplead prior to completion of the mediation. IDATED thls%�ay of� ,,,_, 20 10 CORPORATE SEAL OF PRINCIPAL: LAKESIDE INDUSTRIES,INC. I .. By: �.s.0►..�.[�!� IPAx W0Lsrc") Its: 'rite/Wu r` `- , 18808 SE 257th Street Covington,WA 98042 I yt5 -313-L ,Q (Phone) I CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the(Assistant)Secretary of the Corporation named as Principal in the within bond;that Michael Lee,who signed the said bond on behalf of the Principal,was President of the said I Corporation;that I know his or her signature thereto is genuine, and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. II /�l �.�� .46„.. . .ry 0 • sistant wry. 111 CORPORATE SEAL OF SURETY: Travelers Casualty and Surety of:'l SURETY Company of America II oe r'� �,"- BY: ....4A,All. d iI /keel 4 AO • 0 tom'- Attorney-in-Fact i o (Attach Power of Attorney) ' • . Susan B. Larson jJ ..•..,......<,; (Name of Person Executing Bond) L, 4/31AS ......,.....-....,0 _-, 2233 112th Ave NE N Bellevue, WA 98004 (Address) 425-709-3600 4 (Phone) 4 City of Federal Way RFB P 15-001 4 2015 Asphalt Overlay Project 62 2015 RFB ver. 1-08 APPROVED AS TO FORM: Aar oft .610 I4/Amy Jo Pearsall,City Attorney I I I 7,4 City of Federal Way RF13#15-001 2015 Asphalt Overlay Project 63 2015 RFB yen. 1-08 ~.....1. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY ITRAVELERS AMR. Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America I St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No, Certificate No. 00621982`T • 228923 .1 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company,St. Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut,that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies"),and that the Companies do hereby make,constitute and appoint I Deanna M.French,Jill A.Boyle.Susan B.Larson,Scott Fisher,Elizabeth R. Hahn,Jana M.Roy,Scott McGilvray,Mindcc L.Rankin,Ellen Bell.Jim Hamlin,Ronald J.Lange,John Claeys,Roger Kaltenbach.and Guy P. Armlield I of the City of Bellevue ,State of Washington ,their true and lawful Attorney(s)-in-Fact, I each in their separate capacity if more than one is named above,to sign,execute,seal and acknowledge any and all bonds,recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of,guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or perdiin any: tions oreedings allowed by law. s. IN WITNESS WHEREOF,the Companies have caused this instrument.to be signed and their-corporate seals to be hereto affixed,this I January 2015 day of Farmington Casualty Company ,', St.Paul Mercury Insurance Company Fidelity and Guaranty'Insurance eoinpany° ° Travelers Casualty and Surety Company Fidelity and Guaranty insurance`Underwriters,Inc. Travelers Casualty and Surety Company of America I St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company i_ , I ASU,t •.: #. r 1'l 1,.�„Y 1 !��'µ..I Ny, ', S q°., ,,,QTY Ary° �� Y,/�._ O2,(r�°4;TA' _' 1� ��y�y ,,� , Gr 19 TO' 1 4J+ q'L S N SG 4 p F -.Y/ S "� f1 i "'ti,.• `NCMPMAttD Z j fjL"—"4'e m i7CP"r4�; i "P St' S . I--...NVID T ^i A �"+W E .01 a HARTFORD, < 1-9�8�� '',� - &a� mI sc cr+ -, 1951 rlir ;SEAL/o'1 q�:sz..A. °O' CONN. o° ¢ N 1896 S has ♦F v '4.. ._,7! �s c° v- �1;ib it a:'-... ...�d° gar f • C4 OS State of Connecticut By: / ICity of Hartford ss. Robert L.Raney, enior Vice President On this the 16th day of January 2015 before me personally appeared Robert L.Raney,who acknowledged himself to I be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 1 tO:r rT In Witness Whereof,I hereunto set my hand and official seal. ■ 'w�/” `� I My Commission expires the 30th day of June,2016. * Ammo * Marie C.Tetreault,Notary Public 1 58440-8-12 Printed in U.S.A. WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company;Fidelity 1 and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf .1 of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her;and it is i FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and it is FURTHER RESOLVED,that any bond,recognizance,contract of indemnity,or writing obligatory in the nature of a bond,recognizance,or conditional undertaking 1 shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED,that the signature of each of the following officers:President,any Executive Vice President,any Senior Vice President,any Vice President, 1 any Assistant Vice President,any Secretary,any Assistant Secretary,and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal 1 shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I,Kevin E.Hughes,the undersigned,Assistant Secretary,of Farmington Casualty Company,Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance ' Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company,St.Paul Mercury Insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United tes Fidrelit- and Guaranty Company do hereby certify that the above and foregoing — is a true and correct copy of the Power of Attorney executed by said Companies,which is Anil'force ant`effect and has not been revoked. a my �s. ompan /S Y -Mai o h ,20 15 IN TESTIMONY WHEREOF,I have hereunto set m hand and�afflxe' the seals of said � ies this da of I v Kevin E.Hughes,Assistant Sec 'tary y■■■■ p.su4t, 1'tVllY,.v yy E1RE 6y 1�M-�KSG t 17ST, •b pl1,440 5.4., ,�� .� Y ti } L , 1. O.'"^•`.•.9 JP.........4 J s 1 031' ! i t �A T"RVOR f 4..:. '.'L` �9 a :he ,.,pv,.wt•-1 a 4 �� .I)' Q: 0 0 9 Zr V i 0 1982'o t 1977 e� *-4_,,= c'a� — e', WrpOp40RAT�:F1^ _ 7�. • g,S 1.„6. , E 1951 t /T'l 4 SEAL,o" A S$AL e ' u �.� S J y O' 'y �k �F �d: �~ ! s'4xnNGE a14..A.+1j ,,a,....-...pd 61 .i, y,s'. 1 ii ii _r. 1:1.% ''''''0.....4' i. I To verify the authenticity of this Power of Attorney,call 1-800-421-3880 or contact us at www.travelersbond.com.Please refer to the Attcrintiy4p-F'aci wipar,the above-named individuals and the details of the bond to which the power is attached. 1 I WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 1 EXHIBIT H TITLE VI ASSURANCES During the performance of this contract, the contractor/consultant, for itself, its assignees and successors in interest (hereinafter referred to as the"contractor") agrees as follows: 1. Compliance with Regulations The contractor shall comply with the Regulations relative to non-discrimination in federally assisted programs of United States Department of Transportation (USDOT), Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Non-discrimination The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of sub-contractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Sub-contracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the contractor for work to be performed under a sub-contract, including procurement of materials or leases of equipment, each potential sub-contractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non-discrimination on the grounds of race, color, sex, or national origin. 9 4. Information and Reports "'The contractor shall provide all information and reports required by the Regulations or directiV4 issued pursuant thereto, and shall permit access to its books, records, accounts, other • rces of Information, and its facilities as may be determined by the contracting agency or the a••rot .te;.federal agency to be pertinent to ascertain compliance with such Regulations, orders a '• strucans. Where any information required of a contractor is in the exclusive possession of anotho`fails or refuses to furnish this information, the contractor shall so certify to WSDOT or t ieDOT°as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Non-compliance In the event of the contractor's non-compliance with the non-discrimination provisions of this contract, the contracting agency shall impose such contract sanctions as it or the USDOT may a determine to be appropriate, including, but not limited to: Withholding of payments to the contractor under the contract until the contractor complies, and/or; Cancellation, termination, or suspension of the contract, in whole or in part City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 64 2015 RFB ver. 1-08 6. Incorporation of Provisions The contractor shall include the provisions of paragraphs (1) through (5) in every sub- contract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any sub-contractor or procurement as the contracting agency or USDOT may direct as a means of enforcing such provisions including sanctions for non-compliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a sub- contractor or supplier as a result of such direction, the contractor may request WSDOT enter into such litigation to protect the interests of the state and, in addition, the contractor may request the USDOT enter into such litigation to protect the interests of the United States. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 65 2015 RFB ver. 1-08 INTRODUCTION TO THE SPECIAL PROVISIONS The following Special Provisions, which include applicable Amendments to the Standard Specifications, shall be used in conjunction with the 2014 Standard Specifications for Road, Bridge and ` Municipal Construction, as issued by the Washington State Department of Transportation and American Public Works Association, Washington State Chapter, hereinafter referred to as the "Standard Specifications". I The Standard Specifications, except as they may be modified or superseded by these Special Provisions, shall govern all phases of work under this contract, and they are by reference made an integral part of these specifications and contract as if herein fully set forth. Also incorporated into these specifications by reference are: Manual on Uniform Traffic Control Devices for Streets and Highways, 2007 (as revised). Standard Plans for Road, Bridge and Municipal Construction, as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition. National Electrical Code, current edition. King County Road Standards—2007 City of Federal Way Public Works Development Standards These publications are incorporated in this contract by reference as if set forth herein in full. I The Contractor's attention is called to the fact that said publications contain general conditions to this contract as well as construction details. The responsibility of supplying himself with those publications shall rest with the Contractor. DESCRIPTION OF WORK The work to be performed under this Contract consists of furnishing materials, equipment, tools, labor, and other work or items incidental thereto (excepting any materials, equipment, utilities or service, if any, specified herein to be furnished by the Owner or others), and I performing all work as required by the Contract in accordance with the Contract Documents, all of which are made a part hereof. This contract provides for the improvement of certain streets and roads in the City of Federal Way, as listed on the following page. I The project shall consist of overlaying existing asphalt concrete pavement in up to five (5) different locations within the City of Federal Way. The work shall include but not be limited to: HMA Class 1/2" PG 64-22 pavement overlay (approximately 9,000 tons), roadway excavation, I pavement repair, planing bituminous pavement, paving fabric, removal and replacement of • existing concrete curb & gutters, sidewalks, approaches, wheel chair ramps, mountable curb, extruded curb, pedestrian refuge islands, pedestrian push button and foundation, traffic signal detection loops, traffic markings, restoration, utility adjustments and all items necessary to complete the work as described in the Contract Documents. - City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 66 2015 RFB ver. 1-08 I The following roads are included in this work: I SCHEDULEA -SW 32077'ST SW 32077'ST From 47Th AVE SW To 42ND AVE SW 1 SCHEDULE B—SW 32077"ST SW 32077'ST From 42ND AVE SW To 36Th AVE SW I SCHEDULEC—SW3 O"`ST ' SW 3207H ST From 36Th AVE SW To 30Th AVE SW SCHEDULE D— TWIN LAKES HIGHLANDS 39"'AVE SW From 39 AVE SW To CS SW 397H AVE SW From SW 328Th PL To SW 330Th PL 397H PL SW From SW 328Th PL To SW 329Th PL 397-H PL SW From SW 329Th PL To SW 331sT ST 4077'CT SW From SW 329Th PL To CS N . SW 328"'PL From 39Th AVE SW To 39Th PL SW SW 328"'PL From 39Th PL SW To 4157 AVE SW SW 328"''PL From 41sT AVE SW To 42ND AVE SW SW 32977'PL From 39111 PL SW To 40Th CT SW SW 3297'PL From 40Th CT SW To 42ND PL SW SW 330"'PL From 38Th AVE SW To 39Th AVE SW SW 331sT ST From 38Th AVE SW To 39Th PL SW SCHEDULE E—PAVES I PAVES From S 348Th ST To S 356Th ST DIVISION 1 1 GENERAL REQUIREMENTS The General Requirements shall be as outlined in the 2014 WSDOT/APWA Standard I Specifications, together with the APWA Supplement (Division 1-99), except as modified by these Special Provisions. I 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions 1 (September 12, 2008 APWA GSP) Section 1-01.3 is supplemented with the following: I Additive A supplemental unit of work or group of bid items, identified separately in the proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. I I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 67 2015 RFB ver. 1-08 I Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. 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. Dates Bid Opening Date Pe 9 D The date on which the Contracting Agency publicly opens and reads the bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the work. Contract Execution Date The date the Contracting Agency officially binds the agency to the contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental work, replacement of temporary substitute facilities, 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 documentation required by the contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date I The day all the work specified in the contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the work as complete. Notice of Award The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed I The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the work and establishing the date on which the contract time begins. City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 68 2015 RFB ver. 1-08 Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: I Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. I After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis,of Distribution Reduced plans (11"x 17') 5 Furnished automatically I upon award. Contract Provisions 5 Furnished automatically upon award. Large plans (e.g., 22"x 2 Furnished only upon 34") request. Additional plans and Contract Provisions may be obtained by the Contractor from the source I stated in the Call for Bids, at the Contractor's own expense. 1-02.4 Examination of Plans, Specifications and Site of Work t Section 1-02.4 is supplemented with the.following: Minor variations and miscellaneous items may not be shown on the Plans. In accordance I with the Standard Specifications,it shall be the contractor's responsibility to examine the site, familiarize himself with all attendant conditions and determine the difficulties of the work involved. Contractor shall accept the site in its existing condition at the time of the award of contract. 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) - Delete this section and replace it with the following: 1 At the request of a bidder, the contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid. I The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 69 2015 RFB ver. 1-08 be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form I P p p p l that call for, but are not limited to, unit prices, extensions, summations, the total bid amount, signatures, date and where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. 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). 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. 1-02.6 Preparation of Proposal (June 2Z 2011 APWA GSP) ISection 1-02.6 is supplemented the second paragraph with the following: The City Of Federal Way invites bids on the form enclosed to be submitted at such time and place as is stated in the Call for Bids. ALL BLANKS IN THE PROPOSAL FORMS MUST BE APPROPRIATELY FILLED IN AND ALL PRICES MUST BE STATED IN LEGIBLE FIGURES. Bids or proposals shall be addressed as follows: Purchasing Office City of Federal Way 33325 8th Avenue South Ili Federal Way, WA 98003-6325 The envelope shall be plainly marked"2015 Asphalt Overlay Project". Proposal envelopes sent by mail shall be further sealed in another envelope, addressed as above. City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 70 2015 RFB ver. 1-08 1-02.6(1) Interpretation of Bid Documents I (* **.t*) If any person contemplating submitting a bid for the proposed Contract is in doubt as to the true meaning of any part of the plans, specifications or other documents, he may submit to the City a written request for an interpretation thereof. Any interpretation of the proposed Contract documents will be made by an addendum duly issued and a copy of such addendum will be mailed or faxed to each person receiving a set of the plans and specifications and each bidder shall acknowledge receipt of such addendum received in order to have the bid considered. The Owner will not be responsible for any other explanations or interpretations of the proposed Contract documents during the advertisement period. No verbal agreement or conversation with any officer, agent or employee of the Owner, either before or after execution of the Contract, shall affect or modify any of the terms or obligations III contained in any of the documents comprising the Contract. Any such verbal explanation shall be considered unofficial information and in no way binding upon the Owner. 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) I Supplement this section with the following: Bid bonds shall contain the following: I 1. Contracting Agency-assigned number for the project; 2. Name of the project; I 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. I If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. I If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1-02.9 Delivery of Proposal t (August 15, 2012 APWA GSP, Option A) Delete this section and replace it with the following: i Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as 1 otherwise required in the Bid Documents, to ensure proper handling and delivery. I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 71 2015 RFB ver. 1-08 I If the project has FHWA funding and requires DBE Written Confirmation Documents or Good Faith Effort Documentation, to be considered responsive, the Bidder shall submit with their Bid Proposal, written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification, form 272-056A EF, as required by Section 1-02.6. The Contracting Agency will not open or consider any Bid Proposal that is received after the 1 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. I 1-02.11 Combination and Multiple Proposals Section 1-02.11 is supplemented with the following: 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. A person, firm, or corporation that has submitted a sub-proposal to bidder, or that has quoted prices of materials to a bidder is not thereby disqualified from submitting a sub-proposal or quoting price to other bidders or making a prime proposal. 1-02.12 Public Opening of Proposals Section 1-02.12 is supplemented with the following: The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1-02.13 Irregular Proposals (March 13, 2012 APWA GSP) Revise item 1 to read: 1. A ro osal will be considered irregular and will be rejected if: p p 9 a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; The Bidder fails to submit or properly complete a Disadvantaged Business h. Th p p y p 9 Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder.fails to submit written confirmation from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidders DBE participation commitment, if applicable, as required in Section 1- 02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 72 2015 RFB ver. 1-08 I j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as I required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the I material terms of the Bid invitation; or I. More than one proposal is submitted for the same project from a Bidder under the same or different names. I 1-02.14 Disqualification of Bidders (March 8, 2013 APWA GSP, Option B) I Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet the following Supplemental Criteria: I 1. Delinquent State Taxes A Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue. I B. Documentation: The Bidder shall not be listed on the Washington State Department of Revenue's "Delinquent Taxpayer List" website: http://dor.wa.gov/content/fileandpaytaxes/latefiling/dtlwest.aspx , or if they are so listed, they must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below. 2. Federal Debarment A Criterion: The Bidder shall not currently be debarred or suspended by the Federal government. B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the U.S. government's "System for Award Management" database (www.sam.gov). I 3. Subcontractor Responsibility A Criterion: The Bidder's standard' subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder's subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub-tier I subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 73 2015 RFB ver. 1-08 I B. Documentation: The Bidder, if required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of its procedure for validating the responsibility of subcontractors with which it contracts. 4. Prevailing Wages A Criterion: The Bidder shall not have a record of prevailing wage violations as determined by WA Labor & Industries in the five years prior to the bid submittal date, that demonstrates a pattern of failing to pay workers prevailing wages, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if required as detailed below, shall submit a list of all prevailing wage violations in the five years prior to the bid submittal date, along with an explanation of each violation and how it was resolved. The Contracting Agency will evaluate these explanations and the resolution of each complaint to determine whether the violation demonstrates a pattern of failing to pay its workers prevailing wages as required. 5. Claims Against Retainage and Bonds A Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or payment bonds for public works projects in the three years prior to the bid submittal date that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if required as detailed below, shall submit a list of the public works projects completed in the three years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information: • Name of project; • The owner and contact information for the owner; j • A list of claims filed against the retainage and/or payment bond for any of the projects listed; • A written explanation of the circumstances surrounding each claim and the ultimate resolution of the claim. 6. Public Bidding Crime A Criterion: The Bidder and/or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five years prior to the bid submittal date. B. Documentation: The Bidder, if required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 74 2015 RFB ver. 1-08 I Bidder and/or its owners have not been convicted of a crime involving bidding I on a public works contract. 7. Termination for Cause ! Termination for Default I A Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency. B. Documentation: The Bidder, if required as detailed below, shall sign a I statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works contract terminated for cause or terminated for default by a government agency in the five years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. . 8. Lawsuits I A Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of a contract, unless there are extenuating circumstances and such circumstances are deemed acceptable to the Contracting Agency B. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of a contract, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these I explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts As evidence that the Bidder meets the mandatory and supplemental responsibility criteria stated above, the apparent two lowest Bidders must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets all of the mandatory and supplemental criteria together with supporting documentation detailing the above requirements (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with all mandatory and supplemental responsibility criteria. The Contracting Agency reserves the right to request such documentation from other Bidders as well, and to request further documentation as needed to assess Bidder responsibility. The Contracting Agency also reserves the right to obtain information from third-parties and independent sources of information concerning a Bidder's compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may (but is not required to) consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. 1 City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 75 2015 RFB ver. 1-08 I The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or I operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which Iis believed to be relevant to the matter. If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final Idetermination. Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5)business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents. 1-02.15 Pre Award Information (August 14, 2013 APWA GSP) Revise this section to read: s. 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 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, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer, 6. Obtain, and furnish a copv of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 76 2015 RFB ver. 1-08 t . 1-3 AWARD AND EXECUTION OF CONTRACT I 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) 1 Revise the first paragraph to read: After opening and reading proposals, the Contracting Agency will check them for I 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 minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. Supplement with the following: I The Owner reserves the right to reject bids on any or all schedules or alternates of the proposal. After reviewing the bids, the Owner may elect to delete any one or combination of schedules from the proposal. 1-03.3 Execution of Contract (October.1, 2005APWA GSP) , Revise this section to read: 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 award. The number of copies to be executed by the Contractor will be determined by the Contracting 1 Agency. Within 5 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 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 may require under Section 1-02.15. 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. I If the bidder experiences circumstances beyond their control that prevent return of the contract documents within 5 calendar days after the award date, the Contracting Agency may grant up to a maximum of 5 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 77 2015 RFB ver. 1-08 • 1 1-03.4 Contract Bond (December 8, 2014 APWA GSP) aRevise the first paragraph to read: 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: is II 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 Ib. 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 II 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 I related directly or indirectly from any failure: a. Of the Contractor(or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract !, 1 obligations, conditions, and duties, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying I out the work; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on 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 be signed by the president or vice president, unless accompanied by written proof of the authority of I 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). I1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda ISection 1-04.2 is supplemented with the following: IThe Contract Documents are ordered as follows: • on ct r 1. The Contract Agreement e I 2. Change Order 3. Addenda 4. Bid Schedule I City of Federal Way RFB#15-001 I 2015 Asphalt Overlay Project 78 2015 RFB ver. 1-08 i 5. Special Provisions, including APWA General Special Provisions, if they are included 6. Contract Plans and Standard Details 7. Standard Specifications (including Standard Plans and Amendments made thereto), and Documents incorporated by reference 8. Information for Bidders (Call for Bids) I (Non-addendum Information given to Bidders at their request) In case of discrepancies, the document(s) assigned the smaller number(s) shall govern over I items having larger numbers. Units of measurement in the Bid Schedule shall govern over units of measurement in the Specifications and Provisions. On the Plans or drawings, correctly calculated dimensions shall govern over scaled or approximately stated dimensions. In case of any ambiguity or dispute over interpretation of the provisions of the Contract Documents, the decision of the Engineer shall be final. i 1-04.6 Variation in Estimated Quantities Supplement t hi s Sect ion with the following: Section 1-04.6 of the Standard Specifications shall apply except that payment of any one item shall be at the appropriate unit contract price bid, regardless of whether the total quantity increases or decreases by more tha n twenty-five percent(25%). 1-04.9 Use of Buildings or Structures Section 1-04.9 is supplemented with the following: Use of Adjacent Properties I It shall be the Contractor's responsibility to confine his construction activities within the right of way limits, unless he makes separate arrangements for use of private property. Before using any private property adjoining the work, the Contractor shall file with the I Engineer a written permission of the property owner and upon vacating the premises the Contractor shall furnish the Engineer with a release from all damages, properly executed by the property owner and satisfactory to the Owner. 1 The Contractor shall confine his equipment, storage of materials and operation of work to the limits indicated by law, ordinances, permits or direction of the Engineer and shall not unreasonably encumber the premises with his materials. 1-04.11 Final Cleanup Section 1-04.11 is supplemented with the following: Finish and cleanup shall be accomplished as specified in Section 1-04.11 of the Standard Specifications and shall be considered as incidental to the construction of the project and all costs thereof shall be included by the Contractor in the unit cost price of other bid items. t I City of Federal way RFB#15-001 2015 Asphalt Overlay Project . 79 2015 RFB ver. 1-08 1 1-04.11(A) Disposal New Section (******) Disposal of all excess excavated material and debris shall be the sole responsibility of the Contractor unless otherwise directed by the Engineer. It should be noted that a permit is required to fill within the City limits or Federal Way. 1 Disposal shall be considered as incidental to the construction of the project and all costs thereof shall be included by the Contractor in the unit prices of other bid items. I1-05 CONTROL OF WORK 1-05.1(A) Determination of"Or Equivalent" New Section I The Engineer will be the sole judge in the question of `or equivalent" of any supplies or materials proposed by the Contractor. The Contractor shall pay to the Owner the cost of tests and evaluation by the Engineer to determine acceptability of alternates proposed by the Contractor, in accordance with the established rates of the Engineer for time and expense work, the total cost of which may be offset by the Owner against the Contract price. 1-05.3 Plans and Working Drawings t Section 1-05.3 is supplemented with the following: Shop drawings and/or catalog cuts shall be furnished by the Contractor for all items indicated in various sections of these contract plans, Standard Specifications, and Special Provisions. A minimum of five (5) copies shall be submitted for the Owner and Engineer's use; additional copies required by the Contractor shall be submitted at the same time. The IContractor's copies will be returned to him with the appropriated action. 1-05.5 Construction Stakes (******) New Section Intent - It is the intent of this section to define the staking services that the Owner will furnish, and to set forth the responsibilities of the Contractor respecting the use and maintenance of same. I Scope - The Owner will furnish the stakes and reference marks for the construction of the improvements covered by this contract. No stakes other than those enumerated will be furnished, except as requested in writing by the Contractor and paid for by him. This applies to all re-staking for whatever reason, as well as for additional staking which the Contractor may request. I Notification - The Contractor shall keep the Engineer informed in advance as to when and where he intends to work, thus enabling the Engineer to set the engineering control points, lines, and grades with a minimum of delay and interference. The Contractor shall notify the I Engineer at least forty-eight (48) hours in advance of the date when specific staking services are desired and shall stipulate at that time the particular stakes or marks required, giving the specific location and/or limiting stations, kind of stakes, offsets, and other pertinent information. City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 80 2015 RFB ver. 1-08 I Delays by reason of lack of stakes are deemed a risk to the Contractor and shall not be the I basis for claims for additional compensation. Control Stakes - Stakes which 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 his employees and his subcontractors of their importance, and the necessity for their preservation. The cost of replacing such controls, should it become necessary for any reason whatsoever, shall be at the Contractor's expense. If the removal of a control stake is required by the construction operations of the Contractor or his subcontractors, advance notice of at least forty-eight (48) hours shall be given to the Engineer, who will I reference and remove said stake or stakes at no cost to the Contractor. Checking Service - Should occasion arise where the validity of a stake is questioned, either as to 1 its location or the offset marked thereon, or as to the elevation of cut or fill marked thereon, the Contractor shall notify the Engineer, who will check the stake or stakes in question. It shall be the Contractor's responsibility to examine the stakes before commencing operations. Any stakes found to be in error will be reset. There will be no charge to the Contractor for this service; and it is understood and agreed that the Owner will not be charged for any standby or "down" time as a result of such checking and/or resetting procedure. 1 Staking Services - The Owner will furnish the following stakes and reference marks as applicable: 1. Handicapped Ramps - Locations and limits of removal shall be established for removal and replacement of curb ramp. 2. Limits of overlay - Locations and limits of the asphalt overlay will be established. I 3. Pavement Repair- Location and limits of pavement repair areas will be established. 4. Sidewalk, Curb and Gutter Locations and limits of removal shall be established. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005APWA GSP) Supplement this section with the following: I 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. I If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation,the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 81 2015 RFB ver. 1-08 I I 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 I 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, Iremoval, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the 1 performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. I 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. I1-05.11 Final Inspection 1 Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing Pew � 9 1 (October 1, 2005APWA GSP) 1-05.11(1) Substantial Completion Date IWhen the Contractor considers the work to be substantially complete, the Contractor shall A so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish,; the Substantial Completion Date unilaterally. IIf, 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 I Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer mg does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. IUpon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized 1 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. II The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for 1 final inspection. 1 City of Federal Way RFB#15-001 I 2015 Asphalt Overlay Project 82 2015 RFB ver. 1-08 1 1-05.11(2) Final Inspection and Physical Completion Date 1 When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the I Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall I not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing I • It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore, when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final I inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 83 2015 111 RFB ver. 1-08 • I 1 1-05.12(1) One-Year Guarantee Period (March 8, 2013 APWA GSP, may not be used on FHWA funded projects) I The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one year after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost Iof same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. 1-05.12 (2) Maintenance Periods (******) 1 On non-FHWA projects, when the work involves such items as machinery or other mechanical equipment, either furnished or installed by the Contractor or, furnished by the Owner and installed by the Contractor; buildings; or work which may otherwise be of such a nature that it is desirable by the Owner to have the Contractor maintain and/or test the work for a period of time after final inspection by the Engineer, the following shall apply. It is the intent of the Owner to have at final acceptance, a complete and operable system.. Therefore, such items of work as may be listed in the Contract documents shall be fully tested under operating conditions to ensure their acceptability prior to final acceptance. _ The Contractor shall, upon completion of the work and following final inspection, operate the complete system under the observation of the Engineer for a test period of no less than fourteen (14) consecutive calendar days. During and following this test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first-class operating condition. All equipment, electrical controls, meters and other devices to be tested during this period will be tested under the supervision of the Engineer so as to determine their suitability for the purpose for which they were installed. All costs for power, gas, labor material, supplies and incidentals, shall be borne by the Contractor unless specifically set for otherwise in the Contract Documents. When such periods are desired by the Owner, such periods shall not affect any manufacturer's guarantees or warranties furnished to the Owner under the terms of the Contract. The Contractor's attention is called to Section 1-05.18 of these Special Provisions. I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 84 2015 RFB ver. 1-08 1 1-05.13 Superintendents, Labor and Equipment of Contractor 1 (March 25,2009 APWA GSP) Revise the seventh paragraph to read: I Whenever the Contracting Agency evaluates the Contractor's gualifications pursuant to Section 1-02.14, it will take these performance reports into account. , 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented with the following: I The Contractor shall pay special attention to the fact that other projects may be under construction at some time during the operation of this project. Said projects may contain work which is supplemental to this project. The Contractor must ascertain to his own satisfaction the impact that said project(s) could have on his operations and be prepared to coordinate his work with the same if required. I The Owner shall not be responsible for any damages suffered or extra costs incurred by the Contractor resulting directly or indirectly from the performance or attempted performance of any other contract or contracts existing or known to be pending at the time of bid. The Contractor shall coordinate his work with other contractors and utility companies which may have facilities in the project area and cooperate with them. He shall also coordinate his activities with the Owner. No water mains, individual water services, street, or private drives may be closed off without a minimum of forty-eight (48) hours notice to the Owner and the private property owner. Should the property owner or the Owner have adequate reason, as determined by the Engineer, to avoid access or water service shutoff at the scheduled time, the Contractor shall reschedule his work to meet the new condition. Other utilities, districts, agencies, and/or contractors who may be working within the project area are as follows: 1. Puget Sound Energy Company an 9 9Y P Y 2. CenturyLink Communications 3. AT&T Telephone Company 4. Comcast Cable Communications 5. Lakehaven Utility District 6. City of Tacoma Public Utilities 7. Midway Sewer District 8. Highline Water District 9. City of Federal Way Surface Water Management Division 111 10. City of Federal Way Traffic Division 11. King County Public Works Department 12. Washington State Department of Transportation I The Contractor shall adjust catch basins and storm manholes to grade. The Contractor shall be responsible for coordinating his work with the Owner to accommodate this work. 1 City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 85 2015 RFB ver. 1-08 I I Contractor's Activities 1-05.14(A) Notifications Relative to Contractor A #� INotification shall be written, with a copy delivered to the Engineer within a minimum of two working days prior to the commencement of work, including any work impacting utilities, and I must be in such detail as to give the time of the commencement and completion of work, names of streets to be dosed, schedule of operations, routes of detours where possible. The Contractor shall also notify the below listed agencies of the name(s) of the construction I superintendent in responsible charge, or other individuals having full authority to execute the orders or direction of the Engineer, in the event of an emergency. Failure to comply with this requirement will result in a stop work order. ICity of Federal Way South King Fire&Rescue Police Department 31617 1st Ave S I 33325 8th Avenue South Federal Way, WA 98003 Federal Way, WA 98003-6325 Telephone: 253-839-6234 Telephone: 253-835-6701 IKing County Metro Federal Way School District 1270 6th Avenue South, Bldg. 2 Transportation Department MS:QS 1211 South 332,d Street I Seattle, WA 98134 Attn: Cindy Wendland Telephone: 206-684-2785 Federal Way, WA 98003 ITelephone: 253-945-5965 Puget Sound Energy (Gas) Link Communications I g 9Y ( ) Centu►Y 3130 South 38th Street Tac-LL 2510 84th Street, Suite 18 Tacoma, WA 98409 Lakewood, WA 98499 Attn: Anita Yurovchak Attn: Tonna Baruso Telephone: 253-476-6034 Telephone: 253-597-4018 IPuget Sound Energy (Power) Comcast Cable Communications 14103 8th Street East 4020 Auburn Way North I Sumner, WA 98390 Auburn, WA 98002 Attn: Dennis Booth Attn: Mike Violette Telephone: 253-606-4787 Telephone: 253-261-1409 ILakehaven Utility District AT&T Cable Maintenance PO Box 4249 11241 Willow Road NE, Suite 130 I Federal Way, WA 98003 Redmond, WA 98052 Attn: Gene Yoder Attn: Dan McGeough Telephone: 253-261-1741 Telephone: 425-896-9830 ' ITacoma Public Utilities Tacoma Public Utilities City Light Division Systems Tacoma Water Distribution Engineering I PO Box 11007 3628 South 35th Street Tacoma, WA 98411 Tacoma, WA 98409 Attn: Thad Glassy Attn: Ryan Flynn ITelephone: 253-502-8704 Telephone: 253-396-3111 City of Federal Way RFB#15-001 I 2015 Asphalt Overlay Project 86 2015 RFB ver. 1-08 1 King County Traffic Operations Pierce Transit 155 Monroe Avenue NE 3701 96th Street SW Renton, WA 98056 Lakewood, WA 98499 1 Attn: Mark Parrett Attn: Dixie Sciacqua Telephone: 206-296-8153 Telephone: 253-581-8001 1-05.14(B) Coordination of Work with City New Section At least a three (3) working day written notification shall be required on all requests for engineering services other than inspection. All requests shall be coordinated with the Engineer. All costs resulting from delays in which requests were not coordinated with the Engineer shall be the sole responsibility of the Contractor. 1-05.17 Oral Agreements (October 1, 2005AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-06 CONTROL OF MATERIAL 1-06.2(2) Statistical Evaluation of Materials for Acceptance Delete this section in its entirety. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed I Revise to read: The Contractor shall indemnify, defend, and save harmless to the Contracting Agency I (including any agents, officers, and employees) against any claims that may arise because the Contractor (or any employee of the Contractor or subcontractor or materialman) violated a legal requirement. I Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall I apply. 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). I 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 City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 87 2015 RFB ver. 1-08 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 ' intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor I should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1- 07.2(2) describes this exception. ' The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. ' 1-07.2(1) State Sales Tax—Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those City of Federal Way RFB#15-001 ' 2015 Asphalt Overlay Project 88 2015 RFB ver. 1-08 that the Contractor pays on the purchase of the materials, equipment, or supplies used or I consumed in doing the work. 1-07.2(2) State Sales Tax—Rule 170 1 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, 1 retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or I 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 shall not collect retail sales tax from the Contracting Agency on any contract The Contractor g g cy y wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1 1-07.5 Environmental Regulations Section 1-07.5 is supplemented with the following: I In addition to the requirements of Section 1-07.5 of the Standard Specifications, the Contractor shall comply with all applicable Federal, State, County and City environmental provisions of law including, but not limited to, the following: City of Federal Way: Zoning Code and Noise Ordinance 1 King County: Ordinance No. 1488 Resolution No. 18801 Resolution No. 25789 Puget Sound Air Pollution Control Agency: Regulation No. 1 Resolution No. 194 I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 89 2015 RFB ver. 1-08 • I The above environmental provisions are incorporated into this contract by this reference as if set forth herein in full. Copies of the City of Federal Way Provisions are available for perusal at the Public Works Department. The Contractor shall be liable for the payment of all fines and penalties resulting from failure to comply with the federal, state, and local pollution control regulations. ' 1-07.5(5) Archaeological and Historic Preservation New Section The Contractor shall notify the Engineer if any artifacts, skeletal remains, or other archaeological resources (as defined under RCW 27.53.040) are unearthed during excavation or otherwise discovered on the construction site. If ordered by the Engineer, the Contractor shall immediately suspend any construction activity which, in the opinion of the Engineer, would be in violation of RCW 27.53. Suspension of the work shall remain in effect until the Engineer has obtained permission to proceed from the State Historic Preservation Officer. 1-07.6 Permits and Licenses Section 1-07.6 is supplemented with the following: The Contractor shall procure at his own expense all permits and licenses which are necessary and incidental to his operation in the performance of the work and give all notices required by such permits and licenses. A copy of each permit and license shall be Q Y P PY P furnished to the Engineer upon request. • The Contractor shall be required to have a valid Owner business license and shall provide proof of same prior to execution of the contract. 1-07.9 Wages Section 1-07.9 is supplemented with the following: I The Washington State prevailing wage rates published by the Department of Labor and Industries and the Davis-Bacon wage rates for the State of Washington will be incorporated into each contract as applicable. When a public works project is subject to the provisions of the Washington State public works law and the Federal Davis-Bacon and related acts, the Contractor and every I subcontractor on that project must pay at least the Washington State prevailing wage rates, if they are higher than the federal prevailing wage rates for the project. ' The Owner has included a schedule of the applicable Department of Labor and Industries published Washington State prevailing wage rates in the contract documents (Appendix C). The Contractor must do the same with contracts with all subcontractors (WAC 1 296-127-011). Bidders should be aware that the wage rates to apply during the entire contract period are ' those in effect on the day of bid opening unless the contract is not awarded within six months of this date. i City of Federal Way RFB# 15-001 I 2015 Asphalt Overlay Project 90 2015 RFB ver. 1-08 I For bidding purposes each bidder shall be responsible for supplying himself with the ' appropriate wage rates. 1-07.9(5) Required Documents (January 24, 2011 APWA GSP) Supplement this section with the following: I The Contractor or subcontractor directly contracting for"Off-Site, Prefabricated, Non- Standard, Project Specific Items"as defined below shall identify and report information required on the addendum to the"Affidavit of Wages Paid"form filed with the Department of Labor and Industries [form F700-164-000]. The Contractor shall include language in its subcontracts requiring subcontractors and lower-tier subcontractors to comply with the 1 reporting requirements for"Off-Site, Prefabricated, Non-Standard, Project Specific Item"on the Affidavit of Wages Paid form addendum. The reporting requirement for Items shall apply for all public works contracts estimated to I cost over$1 million entered into by the Contracting Agency and Contractor between September 1, 2010 through December 31, 2015. "Off-site, prefabricated, nonstandard, project specific items" means products or items.that are: 1. Made primarily of architectural or structural precast concrete, fabricated steel, pipe and pipe systems, or sheet metal and sheet metal duct work; and 2. Produced specifically for this Project and not considered to be regularly available shelf items; and 3. Produced or manufactured by labor expended to assemble or modify standard items; and 111 4. Produced at an off-site location outside the State of Washington. The Contractor or subcontractor shall comply with the reporting requirements and 1 instructions on the Affidavit of Wages Paid form, and shall report the following information on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply with the reporting requirements for use of"Off-Site, Prefabricated, Non- I Standard, Project Specific"items: 1. The estimated cost of the project; 2. The name of the Contracting Agency and the project title; 3. The contract value of the off-site, prefabricated, nonstandard, project specific items produced outside of Washington State, including labor and materials; and 4. The name, address, and federal employer identification number of the contractor that produced the off-site, prefabricated, nonstandard, project specific items. The Contracting Agency may direct the Contractor, at no additional cost to the Contracting Agency, to remove and substitute any subcontractor(s) found to be out of compliance with the"Off-Site Prefabricated Non-Standard Project Specific Items" reporting requirements more than one time as determined by the Department of Labor and Industries. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 91 2015 RFB ver. 1-08 I ISupplement with the following: Employee labor descriptions used on Certified Payrolls shall coincide exactly with the labor I descriptions on the minimum wage schedule in the Contract unless the Engineer approves an alternate method to identify labor used by the Contractor to compare with labor listed in the Contract Provisions. I1-07.15 Temporary Water Pollution/Erosion Control Section 1-07.15 is supplemented with the following: ITemporary water pollution/erosion control work shall be performed as directed by the Engineer, as necessary to protect the project site and surrounding area, per this section of Ithe Standard Specifications. All costs for temporary water pollution/erosion control work shall be incidental to other Iitems of the contract, and no separate payment will be made. 1-07.16 Protection and Restoration of Property I1-07.16(1) Private/Public Property ISection 1-07.16(1) is supplemented with the following: I The Contractor shall protect private or public property on or in the vicinity of the work site. He shall ensure that it is not removed, damaged, destroyed, or prevented from being used unless the contract so specifies. IThe Contractor shall not trespass upon private property and shall be responsible for all injury or damage to persons or property, directly or indirectly, resulting from his operations.. in completing this Work. He shall comply with the laws and regulations of the Owner, I County, and State and Federal governments, relating to the safety of persons and property, and will be held responsible for and required to make good any injury or damage to persons or property caused by carelessness or neglect on the part of the Contractor or I subcontractor(s), or any agent or employee of either during the progress of the Work and until its final acceptance. I Property includes land, utilities, trees, landscaping, improvements legally on the right-of-way, markers, monuments, buildings, structures, pipe, conduit, sewer or water lines, signs, and other property of all description whether shown on the Plans or not. IIf the Engineer requests in writing, or if otherwise necessary, the Contractor shall at his expense install protection, acceptable to the Engineer, for property such as that listed in I the previous paragraph. The Contractor is responsible for locating all property that is subject to damage by his operation. I If the Contractor (or his agents/employees) damage, destroy, or interfere with the use of such property, he shall restore it to original condition at his expense. He shall also halt any interference with the property's use. The Engineer may have such property restored by I City of Federal Way RFB# 15-001 I 2015 Asphalt Overlay Project 92 2015 RFB ver. 1-08 1 other means and subtract the cost from money that will be or is due the Contractor if he I refuses or does not respond immediately. The Contractor shall restore to a condition equal to the original condition improvements such as pavements, driveways, gravel shoulders, ditches, culverts, curb, curb and gutter, sidewalks, fences, pavement markings, mailboxes, traffic signs, traffic signal loops, landscaping, public and private utilities etc., which are damaged or removed (and not indicated to be removed) during construction, whether shown on the plans or not. All existing survey monuments and property corner markers shall be protected from I movement by the Contractor. All existing markers and/or monuments that must be removed for construction purposes are to be referenced by survey ties and then replaced by a professional land surveyor registered in the State of Washington. All existing property corner markers disturbed or removed by the Contractor's operations which, in the opinion of the Engineer, were not required to be removed for construction purposes shall be replaced at the Contractor's own expense by a Professional Land Surveyor registered in the State of Washington. Any of these monuments damaged must be reset to second order, first class specifications. Sprinkler irrigation systems found to encroach within the limits of improvements shall be I modified as necessary to ensure satisfactory operation upon completion of the improvements. This work will include, but not be limited to, cutting and capping existing pipe, relocating existing risers and sprinkler heads new pipe heads and connections, and testing of the system. All work shall be done in conformance to acceptable standards. This shall be incidental to the contract. The Contractor shall contact the owners of any ditches, irrigation lines and appurtenances which interfere with the Work. The Contractor shall be liable for any damage due to irrigation facilities damaged by his operations and shall repair such damaged facilities to an "equal or better than" original condition. 1-07.16(2) Vegetation Protection and Restoration 1 Delete the fourth paragraph and replace it with the following: If due to, or for any other reason related to the Contractor's operation, any tree, shrub, ground cover or herbaceous vegetation is destroyed, seriously damaged, or disfigured, that was not ordered removed, the Contractor shall replace it with approved nursery stock of the same species. In addition to replacement, the Contractor will be assessed any I appropriate liquidated damages for trees as described below. The assessment will be deducted from monies due the Contractor. For non-merchantable timber, the Contractor will be assessed liquidated damages of $10 I for each inch of difference in circumference when a replacement tree is smaller than the original. I For merchantable timber, the Contractor will be assessed liquidated damages of either $10 for each circumferential inch or the estimated market value delivered to a mill, whichever is the larger amount. 1 City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 93 2015 RFB ver. 1-08 The Engineer will measure circumference twelve inches (12") above ground level. The replanting shall be according to Section 8-02 and during the first fall or spring planting period after damage, or as the Engineer directs. ' It may be necessary to trim trees or bushes in order to have the necessary dearance for planning and paving equipment on streets that are to be overlaid. Any costs for trimming of trees or bushes required for the construction of the overlay will be considered incidental to the contract. 1-07.16(3) Fences, Mailboxes, Incidentals Section 1-07.16(3) is supplemented with the following: The Contractor shall maintain at his expense any temporary fencing to preserve livestock, crops, or property when working through or by private property. He is liable for all damages if he does not comply with this requirement. When it is necessary to temporarily move existing mail or paper boxes, their usefulness shall not be impaired. The boxes shall be reinstalled at the original location or at locations ordered by the Engineer. New supports or boxes will not be required unless damaged by the Contractor. Any damage caused by the Contractor shall be at his expense for replacement or repairs. 1 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: The Contractor shall protect from damage private and public utilities, induding telephone and telegraph lines, power lines, sewer and water lines, railroad tracks and appurtenances, highway lighting and signal systems, and similar facilities. Underground utilities of record will not be shown on the construction Plans. The Owner assumes no responsibility for improper locations or failure to show utility locations on the Plans. Attention is directed to the possible existence of underground facilities which are not shown ' in the Plans. This requirement does not excuse the Contractor from its duty to examine in detail all plans of water, gas, telephone, electric power and combined sewerage utilities available with utility owners as required above. The location of existing underground utilities, as shown on the plans, is approximate only, and the Contractor shall be responsible for determining their exact location. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area, as not all utilities may be shown on the plans. I The Contractor shall call the Utility Location Request Center (One Call Center) for field location, not less than two or more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday or a legal local, State, or Federal holiday. The telephone number for the One Call Center for this project is 1-800-424-5555. City of Federal Way RFB#15-001 ' 2015 Asphalt Overlay Project 94 2015 RFB ver. 1-08 I The Contractor is also warned that there may be utilities on the project that are not part of the One Call System. They must be contacted directly by the Contractor for locations. The Contractor shall be responsible for any breakage of utilities or services resulting from his operations, and shall hold the Owner and its agents harmless from any claims resulting from disruption of or damages to same. The Contractor shall be entirely responsible for coordination with the utility companies and 1 arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See Section 1-05.14 of these Special Provisions. 1 When the facility owner is responsible for removing or relocating the facilities, it is anticipated that this will be accomplished in advance of construction. If the Contractor notes the presence of any such facility, he shall immediately notify the Engineer in writing. The right is reserved to the Owner and the owners of facilities, or their authorized agents, to enter upon the right-of-way for the purpose of making changes as are necessary for the rearrangement of their facilities or for making necessary connections or repairs. The Contractor shall cooperate with forces engaged in this work and shall conduct his operations in such a manner to avoid any unnecessary delay or hindrance to the work being performed by other forces. Wherever necessary, the Contractor's work shall be coordinated with the rearrangement of utility or other facilities, and the Contractor shall make arrangements with the owner of the facilities for the coordination of the work. When the relocation of these facilities are necessary to accommodate the Work, the Engineer will provide for the relocations of these facilities by other forces, or the relocations shall be performed by the Contractor pursuant to written authorization and will be paid for by applicable unit prices, agreed price, or as force account. All other costs incurred as a result of rformance of the Contractor's obligations in this Pe 9 section shall be incidental to the contract and included in the unit prices. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company and the Contractor shall consider such costs to be incidental to the other items of the contract. 1 Contractor warrants and represents that it has personally, or through its employees and/or subcontractors, examined the right-of-way areas subject to this agreement and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within such rights-of-way. Contractor further warrants and represents that it has also examined in detail plans of such utilities provided to it by the Owner and affected utility companies or entities. Contractor also warrants and represents that it is fully aware of the statutory provisions contained in RCW 19.122.010 through .900, that it has read and fully understands the same, and that it will comply with the requirements of these provisions which are incorporated by reference herein. Contractor agrees that it shall be an "excavation" as defined under RCW Chapter 19.122 and that such utilities constitute underground facilities. The parties agree that remedies affected under RCW Chapter 19.122 are also incorporated 1 City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 95 2015 RFB ver. 1-08 ' by reference herein. Any cost to the Contractor as a result of this law shall be at the Contractor's expense. I Contractor also agrees that it shall fully comply with Sections 1-07.16 and 1-07.17 relating to Protection and Restoration of Property, Utilities and similar facilities, and public liability and property damage insurance provisions of the Standard Specifications as supplemented by these Special Provisions. 1-07.18 Public Liability and Property Damage Insurance ISection 1-07.18 is supplemented with the following: The Contractor shall obtain and keep in force during the term of construction and I throughout the specified term of maintenance, public liability and property damage insurance. This insurance shall provide coverage for the Contractor and all Subcontractors performing work on projects under Owner contract or authorized by Owner permit, as well as provide coverage for the Owner for the limits specified. The coverage so provided shall protect against claims for personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor, the Subcontractor, or by anyone directly or indirectly employed by any of the parties involved. The minimum policy limits of such insurance shall be as listed on the Certificate of IInsurance included in the Bid Documents section of these Contract Provisions. , The insurance must have reference to project name, project location, and contain a brief description of the project. THE CITY OF FEDERAL WAY, ITS ELECTED AND/OR APPOINTED. ' OFFICIALS, ITS EMPLOYEES, AND AGENTS MUST BE THE NAMED INSURED, CO-INSURED, OR ADDITIONAL INSURED insofar as the work and obligations performed under City contract or by City permit is concerned. I1-07.23 Public Convenience and Safety ISection 1-07.23 is supplemented with the following: The Contractor shall maintain the roads during construction in a suitable condition to not adversely affect vehicular traffic. All costs to maintain the roads shall be borne by the IContractor. If operations of the Contractor are shown to significantly impede traffic flow during peak hours of traffic, the Engineer shall have the authority to restrict the Contractor to time of operation on the street. I If the Contractor requires delays or limited term street closure beyond that provided for herein, he shall request in writing the approval of the Engineer a minimum of five (5) working days in advance of the anticipated delay or closure. Such request shall state the reason, the location, the time and date, and the duration of the required delay or closure. The Contractor shall maintain convenient access for local traffic and pedestrians to driveways, houses, and buildings along the line of work. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. The Contractor shall notify all property owners and tenants of street and alley closures, or other restrictions which may interfere with their access. Notification shall be at least forty-eight City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 96 2015 RFB ver. 1-08 • 1 (48) hours in advance, and shall include placing notification signs within the affected areas, 1 and delivering notices to all property owners and tenants. Work involved with the distribution of notices to all of the property owners will be considered incidental to the contract. The Contractor shall notify the local refuse/recycling collection service, transit services, school district, postal service, fire and police departments in writing before the beginning of 1 operations, and provide a schedule of activities along with the associated time line, so that these agencies may reroute their vehicles around the construction zone. If rerouting is not possible, as determined by these agencies/services, the Contractor shall provide reasonable i access through the construction zone at all times. ■ Inconvenience caused by equipment or materials across driveways and sidewalks shall be kept to a minimum by restoring the serviceability of the drive or sidewalk as soon as possible. Before blocking driveways, the Contractor shall notify the property owner. The Contractor shall replace or repair any damage done to driveways to not less than the condition existing prior to the Contractor's work. Unless otherwise indicated in the Plans, on-street parking areas will be allowed to be utilized by the Contractor for work and storage areas, pending notification of the users and 1 approval by the Engineer, two (2) working days in advance. When patching pavement or placing new pavement, the Contractor shall replace the 1 ultimate full depth asphalt concrete pavement section excluding overlay, the same day as the pavement removal. At the end of each working day, provisions shall be made for the safe passage of traffic during non-working hours. It shall be the Contractor's responsibility to provide all necessary warning signs, lights, barricades, etc., as specified. All unattended excavation shall be properly barricaded and covered at all times. All open trenching or street cuts must be filled with material as detailed below before leaving the job 1 at the completion of each work shift. Immediately upon request by the Engineer, the Contractor shall place, in the amounts ' I r designated, any asphalt concrete pavement, cold plant mix, crushed surfacing and/or gravel base deemed necessary by the Engineer to maintain the above required accessibility of all streets, road approaches, street connections, driveways, etc. If the Contractor fails to comply as above specified, the Engineer will order the work done by others and deduct the cost thereof from any monies due or to become due to the Contractor. The Contractor shall be reimbursed for these materials at the applicable unit contract prices. The Owner shall not be held liable for any claims resulting from accidents or damages caused by the Contractor's failure to comply with traffic and public safety regulations during the construction period. The Contractor shall be solely responsible for the safety, efficiency and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from the failure or improper maintenance use or operation. The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 97 2015 RFB ver. 1-08 I I property during 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 III II intended to include review and adequacy of the Contractor's safety measures in, on, or near the construction site. The Contractor shall comply with the safety standards and provisions of applicable laws, building and construction codes, and the safety regulations set forth in "Safety Standards for Construction" and "General Safety Standards" published in effect at the time of call for bids. These publications may be obtained from the Department of Labor and Industries, Olympia, Washington. The Contractor shall also I comply with the safety standard provisions set forth in the "Manual of Accident Prevention in Construction" published by the Associated General Contractors of America. I The Contractor agrees to defend, indemnify and hold harmless to the CITY OF FEDERAL WAY, its officers, employees, and agents from any and all claims, actions, judgments, losses, costs (including reasonable attorney fees) and damages whatsoever; induding workman's compensation claims or any other claims arising by reason of accident, injury, or d eath caused to persons including Contractor's employees, agents and subcontractors, employees and agents involving property of,any kind, or arising out of, in connection with, I or incident to the work of, this contract to the extent of any City negligence, except upon a finding by a trier of fact that it was caused by the sole negligence of the CITY OF FEDERAL WAY. The Contractor agrees to waive its immunity which may otherwise exist under the I Title 51 RCW relating to industrial insurance. The parties agree that the indemnification requirements provided herein extend to attorney's fees and costs of establishing the right., I to indemnification in favor of the CITY OF FEDERAL WAY. I well-known place at the job The Contractor shall maintain at the job site office or other wel p ) site, all articles necessary for giving first aid to the injured, and shall establish, publish and I make known to all employees procedures for ensuring immediate removal to a hospital or a doctor's care, of persons, including employees, who may have been injured on the job site. Employees shall not be permitted to work on the job site before the employer has established and made known procedures for removal of injured persons to a hospital or a doctor's care. In order to protect the lives and health of employees performing work under the Contract, the Contractor shall comply with the Federal Occupational Safety and Health Act of 1970 (OSHA), including all revisions and amendments thereto; the provisions of the Washington Industrial Safety Act of 1973 (WISHA); and the regulations of the State of Washington 1 Department of Labor and Industries Division of Industrial Safety and Health. The WISHA regulations shall apply to all excavation, trenching and ditching operations. In case of conflict, the more stringent regulations shall apply. I1-07.23(1) Construction Under Traffic Section 1-07.23(1) is supplemented with the following: IRevise the second paragraph to read: I To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them Iopen, and in good, clean, safe condition at all times. Deficiencies caused by the City of Federal Way RFB# 15-001 ' 2015 Asphalt Overlay Project 98 2015 RFB ver. 1-08 Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not I caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, and oaths adjacent to the project limits when affected by the I Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting. Agency's expense. The Contractor shall perform the following: I 1. Remove or repair any condition resulting from the work"that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the work r proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The I Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing 111 drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. (January 2, 2012) 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 the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance I with adopted and approved Traffic Control Plans and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. I During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be I permitted to park within the WZCZ at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 99 2015 RFB ver. 1-08 1 Regul Cory Distance from Posted Speed Traveled Way 35 mph or less 10 40 mph 15 45 to 55 mph 20 ' 60 mph or greater 30 *or 2-feet beyond the outside edge of sidewalk Minimum Work Zone Clear Zone Distance (August 7 2006) Lane closures are subject to the following restrictions (not allowed): Location Type From To SW 320"'Street Eastbound One lane closure 9:00 am 4:00 pm in one direction only SW 320th Street Westbound One lane closure 7:00 am 3:00 pm in one direction only All work outside the time listed in the above tables, must have all lanes open to traffic. 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. INo lane closures will be allowed on a holiday or holiday weekend, or after 12:00 PM (noon) on a day prior to a holiday or holiday weekend. Holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. (February 14, 2005 NWR) Signs and Traffic Control Devices All signs and traffic control devices for the permitted closures shall only be installed during the specified hours. Construction signs, if placed earlier than the specified hours of closure, shall be turned or covered so as not to be visible to motorists. Hours of Darkness The Contractor shall, at no additional cost to the Contracting Agency, make all I arrangements for operations during hours of darkness. Flagger stations shall be illuminated using a minimum 150-watt floodlight. Lighting used for nighttime work shall, whenever possible, be directed away from, or shielded from, residences and oncoming traffic. (******) Night Work Working at night (9:00 p.m. to 6:00 a.m. weekdays, 10:00 p.m. to 9:00 a.m. weekends and holidays) is required for planing, pavement repair, paving and striping operations. Should the Contractor schedule project work during the nighttime closure hours allowed below, it shall be the Contractor's responsibility to obtain permission for 1 such work as required in section 1-08.0(2) Hours of Work. City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 100 2015 RFB ver. 1-08 (March 7, 2005 NWR) Signal Turn-On Signal turn-on for new or rebuilt control equipment will be permitted Monday through I Thursday, between 8:00 PM and 5:00 AM the same day. (March Z 2005 NWR) During signal turn-on, the Contracting Agency will provide City of Federal Way police officer(s) to manually, control intersections. 1-07.23(2) Construction and Maintenance of Detours I (October 1, 2005APWA GSP) Revise the second paragraph to read: 1 Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when II no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk. or path during construction, 2. Detour crossings of intersecting highway, and 3. Temporary approaches. Supplement with the following: At least one (1) lane of traffic in each direction shall be maintained on all roadways within the project limits at all times. If the•usable roadway is not sufficient to safely accommodate two-way traffic, the Contractor shall adequately maintain one-way traffic. Wherever one-way traffic is in effect, the distance shall I` not be in excess of six hundred feet (600') or as otherwise set forth in writing by the Engineer. Two-way traffic must be maintained during all non-construction working hours, except as approved by the Engineer in advance. For arterials - A maximum of one driveway may be closed at any one time, and then for as short a duration as possible. No driveway shall be closed over night or over a weekend. At least one driveway shall be maintained into and out of sites adjacent to the project. All drop-offs exposed to traffic shall be protected in accordance with Section 1-07.23(1) of the Standard Specifications. Any modification to these requirements must be approved by the Engineer prior to commencement of any work. Sequential arrow boards shall be used for work on arterials and shall be incidental to other contract bid items. I A written request, along with a detailed detour plan shall be submitted to the Engineer for approval, a minimum of ten (10) days prior to any road closures. I All costs for constructing and maintaining detours shall be borne by the Contractor. I I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 101 2015 RFB ver. 1-08 I I1-07.24 Rights of Way (October 1, 2005APWA GSP) Delete this section in its entirety, and replace it with the following: • Street right of way lines, limits of easements, and limits of construction permits are 1 indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than 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 included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. 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 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 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. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. I However, before using any private property, whether adjoining 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 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 the private property affected, stating that permission has been granted to use the 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 releases must be filed with the Engineer before the Completion Date will be established. I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 102 2015 RFB ver. 1-08 I Add the following new section: J 1-07.28 Communication with Businesses and Property Owners (January 11, 2014******) The Contractor will be responsible for communicating all work activities with the property owners. The Contractor, along with the City's inspector, shall have one formal meeting with the managers of the business corridor. It will be the Contractor's responsibility to initiate and set up the meeting. Thereafter, the Contractor shall keep the businesses informed of their general locations and I activities for the upcoming two (2) months by distributing a monthly status/schedule memo to the businesses. The memo shall be approved by the Engineer prior to distribution. Payment for said meetings and communication shall be considered incidental to the unit I contract price paid for Mobilization and no additional payment will be made. 1-07.29 Road Maintenance New Section 1 (******) The Contractor shall be responsible for controlling dust and mud within the project limits, and I all streets used by the Contractor during the execution of this contract shall be maintained in a clean condition. The Contractor shall be prepared to use watering trucks equipped with high velocity water jets and low-head sprinkling devices, power sweepers, and any other pieces of equipment necessary to render the streets free of all mud, debris, and foreign materials. Any damage caused by dust and/or mud accumulation on the streets or in the storm sewer system shall be the sole responsibility of the Contractor. Watering trucks may be used on paved streets with an adequate storm drainage system. Watering trucks shall not be used on streets where, in the opinion of the Engineer, mud is created, causing a nuisance. Where water flushing is not allowed, street sweepers (not power brooms) shall be used. The Contractor shall provide for sweeping, or flushing all surfaced roadways at a minimum upon completion of each day's activities. Equipment required for this operation shall be on the job site or available at all times. Failure to have this equipment on the job site or available will necessitate a shutdown of the project. The Contractor shall cover all loads if in the determination of the Engineer haul of project materials is posing a road maintenance and/or potential safety problem. Should daily removal be insufficient to keep the streets clean, the Contractor shall perform removal operations on a more frequent basis. If the Engineer determines that a more frequent cleaning is impractical or if the Contractor fails to keep the streets free from deposits and debris resulting from the work, the Contractor shall, upon order of the Engineer, provide facilities for and remove all clay or other deposits from the tires or between wheels before trucks or other equipment will be allowed to travel over paved streets. Should the Contractor fail or refuse to clean the streets in question or the trucks or equipment I in question, the Engineer may order the work suspended at the Contractor's risk until compliance with the Contractor's obligation is assured, or the Engineer may order the streets in City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 103 2015 RFB ver. 1-08 • I I question cleaned by others and such costs incurred by the Owner in achieving compliance with these Contract requirements, including cleaning of the streets, shall be deducted from monies due or to become due the Contractor on monthly estimate. The Contractor shall have no claim I for delay or additional costs should the Engineer choose to suspend the Contractor's work until compliance is achieved. All costs in connection with the above work, including labor, materials, tools and equipment, shall be considered as incidental to the construction and payment thereof shall be included in the unit contract prices of other bid items. 1 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) IAdd the following new section: 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. 1 The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. 1-08.0(2) Hours of Work Section 1-08.0(2) is supplemented with the following: Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim Ifor damages or delays should such permission be revoked for these reasons. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 104 2015 RFB ver. 1-08 I Work will be restricted to the hours between 7:00 a.m. and 3:30 p.m., unless otherwise approved by the Engineer. Work on SW 320th St from 30th Ave SW to 47th Ave SW and 1s Ave S from S 348th St to S 356th St will be restricted to 8:30 a.m. to 3:30 p.m. No work I shall be allowed within the right-of-way on Saturdays, Sundays, or holidays, unless otherwise authorized by the Engineer. There will be no additional compensation for night work. I Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other II conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: • The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. • On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency. I representatives who worked during such times. • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24-hour period. The Owner reserves the right to vary the previous stated times. Actual times may vary depending upon location and type of construction. Exact times and/or restrictions will be established during the preconstruction conference, after discussions with the Contractor regarding his proposed schedule. Recognized holidays shall be as follows: First day of January, third Monday of January, third Monday of February, last Monday of May, fourth day of July, first Monday of September, 11th day of November, Fourth Thursday in November and day immediately following, 25th day of December, and any day so designated by the Chief Executive of the State of Washington or by the Owner for their employees, as a legal holiday. When any of these holidays occur on Saturday or Sunday, the preceding Friday or the following Monday will be a legal holiday for the City Employees. 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees (May 25, 2006 APWA GSP;may not be used on FHWA-funded projects) J Where the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an 8- hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight-time costs for employees of the Contracting Agency required to work overtime hours. City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 105 2015 RFB ver. 1-08 I The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor. I 1-08.1 Subcontracting - D/M/WBE Reporting (October 10, 2008 APWA GSP;may not be used on FHWA-funded projects) IRevise the eighth paragraph to read: On all projects funded with Contracting Agency funds only, the Contractor shall certify to 1 the actual amounts paid Disadvantaged, Minority, or Women's Business Enterprise firms that were used as subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the Contract. This certification shall be submitted to the Engineer, on I the form provided by the Engineer, on October 31, 2015 or 20 calendar days after physical completion of the Contract, whichever comes first. I 1-08.3 Progress Schedule Section 1-08.3 is supplemented with the following: I Promptly after award of the contract, the Contractor shall submit to the Engineer for approval a construction schedule consisting of a chart, which sets out operations, methods, equipment, and labor forces that the Contractor intends to use to accomplish the work. I The Contractor shall show early and late start dates and early and late finish dates for the items of work required under the contract. Payment to the Contractor on any estimate may be withheld until such schedule has been submitted and approved. The construction I schedule shall be based upon calendar days, with a completion date on or before October 31, 2015. I The Contractor is restricted to work up to two (2) Schedules at a time unless otherwise approved by the Engineer. in The schedule will be submitted to the Engineer two (2) working days prior to the II Preconstruction Conference and will be the primary topic for discussion at the Preconstruction Conference. I Adequate equipment and forces based on the construction schedule shall be made available by the Contractor to start work immediately upon order of the Engineer and to carry out the schedule to completion of the contract by the date specified. IIIShould it become evident at any time during construction that operations will or may fall behind the schedule, the Contractor shall, upon request, promptly submit a revised i 111 schedule in the same form as specified herein, setting out operations, methods, and equipment, added labor forces or working shifts, night work, etc., by which time lost will be made up, and confer with the Engineer until an approved modification of the original I schedule has been secured. Further, if at any time any portion of the accepted schedule is found to conflict with the contract provisions, it shall, upon request, be revised by the Contractor and the work shall be performed in compliance with the contract provisions. Payments of any further estimates to the Contractor after such request is made and until i an approved modified schedule has been provided by the Contractor may be withheld. Execution of the work according to the accepted schedule of construction, or approved Imodifications thereof, is hereby made an obligation of the contract. City of Federal Way RFB#15-001 I 2015 Asphalt Overlay Project 106 2015 RFB ver. 1-08 • I 1-08.7 Maintenance During Suspension I (October 1, 2005APWA GSP) Revise the second paragraph to read: I At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-09 MEASUREMENT AND PAYMENT I 1-09.3 Scope of Payment Delete the first paragraph in the APWA supplement and replace it with the following: The Special Provisions may describe work the Standard Specifications do not cover. Such work shall comply first with the special provisions and then with any specifications that apply. The Contractor shall include all costs of doing this work within the unit bid prices. If the special provisions require work that has no unit bid price, costs shall be incidental and included within the unit bid prices in the contract. 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer. 1-09.7 Mobilization Section 1-09.7 is supplemented with the following: I The Contractor shall arrange and provide the construction equipment staging area. This area must be approved by the City of Federal Way, Community Development Department. Sites chosen near residential properties can expect severe restrictions on noise and allowable work hours. Obtaining a site for the Contractor's mobilization, field office(s), storage of materials, and I other general operations shall be the responsibility of the Contractor. All costs associated with securing sites shall be included in the bid item "Mobilization" and no other compensation will be made for this item. The Contractor will provide City with copy(s) agreement(s). Payment is made under the following item: I "Mobilization"per lump sum. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 109 2015 RFB ver. 1-08 I The lump sum bid price for "Mobilization" shall include, but not be limited to, the following items: the movement of the Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of his office, buildings, and other facilities necessary for work on the project; providing sanitary facilities for the Contractor's personnel; obtaining permits or licenses required to complete the project not furnished by the Owner; and other work and operations which must be performed or costs that must be incurred. 1 1-09.9 Payments (March 13, 2012 APWA GSP) Delete the first four replace and lace them with the following: P The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. IThe Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. Progress payments for completed work and material on hand will be based upon progress I estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The ::./ Iprogress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form —the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's I determination. 3. Materials on Hand— 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders—entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 110 2015 RFB ver. 1-08 I 3. Funds withheld by the Contracting Agency for disbursement in accordance with the I Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or I an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. , 1-09.9(1) Retainage(APWA Only) Section 1-09.9(1)1 is supplemented with the following: O PP 9 There will be reserved and retained from monies earned by the Contractor, as determined by the progress estimates, a sum equal to five percent (5%) of all amounts of such estimates. Withholding, management, and release of such retained monies shall be in accordance with the provisions of RCW 60.28. 1 The retained funds shall at the option of the Contractor be retained by the Owner or placed in escrow in accordance with the provisions of RCW 60.28.010, as amended. I 1-09.9(3) Contracting Agency's Right to Withhold and Disburse Certain Amounts (APWA only) I Supplement with the following: In addition to the amount which the Owner may otherwise retain under the Contract, the I Owner may withhold a sufficient amount or amounts of any payment or payments otherwise due to the Contractor including nullifying the whole or part of any previous payment which because of subsequently discovered evidence or subsequent inspections, and in its judgment may be necessary to cover the following: (a) The cost of defective work not remedied. ' (b) Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this contract. (c) Fees and charges of public authorities or municipalities. (d) Liqu i dated damages and engineering and inspection fees beyond completion date. 1-09.11(2) Claims Supplement with the following: In the event the Contractor files a notice of claim or has made the Owner aware of his intention to file a claim, the Contractor upon demand by the Owner shall provide immediate access to the Owner or its duly authorized representative for review and examination of all books, documents, papers and other records which are directly pertinent to this Contract and claim. Access shall be ongoing and shall remain in effect for the duration of the contract or until the claim is settled or withdrawn. The Owner's examination and review shall be at reasonable time I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 111 2015 RFB ver. 1-08 1 and place as designated by the Owner. This provision extends to all subcontractors hired by the Contractor and to any entity that has performed work or supplied materials or services in connection with or related to this Contract. The Contractor shall provide for this clause to be I included in its contracts with all subcontractors and suppliers. Provided, however, that the Owner shall not disclose information which may reasonably be construed to be confidential and if divulged may seriously jeopardize the Contractor's or subcontractor's competitive position. IThe above shall not be limited to records in existence at the time of the claim but shall also include records generated following the claim or notice of claim. In the event that the IContractor or Subcontractor submits notice of a changed condition or claim of delay at the job site, the Contractor and Subcontractor are directed to cease all work on the project until directed otherwise in writing by the Owner. Consistent with the intent and provisions of this i section, any claim of changed condition or delay shall be immediately verified by the Owner following its inspection of the job site and books and records. The Owner's authority to verify changed conditions and claimed delay shall extend to the right of the Owner to contact and I obtain responsive information from suppliers, vendors, and subcontractors, and the right to speak with workers at the site and examine records described above. The refusal, unwillingness or failure of any subcontractor to supply requested information shall be deemed Ito constitute actual and noncooperation of the Contractor. The Contractor shall at all time, following a claim or notice of claim, cooperate with the Owner I in regards to this provision. Failure to comply with the provisions of this section constitutes a breach of a material term and condition in the performance of this Agreement. 1-09.13 Claim Resolution 1 1-09.13(3) Claims$250,000 or Less (October 1, 2005APWA GSP) IDelete this Section and replace it with the following: I 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 1 agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration 111 j (October 1, 2005APWA GSP) 1 - Revise the third paragraph to read: IThe 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 I the Superior Court of the county in which the Contracting Agency's headquarters are located. 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. I1-10 TEMPORARY TRAFFIC CONTROL Supplement with the following: City of Federal Way RFB#15-001 1 2015 Asphalt Overlay Project 112 2015 RFB ver. 1-08 I Traffic control and maintenance for the safety of the traveling public on this project shall be the sole responsibility of the Contractor and all methods and equipment used will be subject to the approval of the Owner. 1-01.1 General Supplement with the following: I The Contractor shall provide traffic control plans to the City of Federal Way for review and approval a minimum of ten (10) working days prior to implementation. These plans shall supplement Construction Staging Plans. The plans as provided by the Contractor shall include and not be limited to the following information: • Minimum lane widths provided for vehicular travel I • Turn pocket length, gap and tapers in conformance with the City of Federal Way Standard Details DWG 3-19A, and WSDOT Standard Plans. I On SW 320th St, the Contractor shall maintain at least one lane of traffic in each direction at all times unless otherwise approved by the Engineer. The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. 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 which may occur on highways, roads, streets, sidewalks, or paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. City of Federal Way Project Signs 0 1 City Of Federal Way Project signs shall be considered Construction Signs Class A. The Contractor shall provide two (2) project signs per the standard detail within the appendices of these Special Provisions. I 1-10.2 Traffic Control Management 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is supplemented with the following: The Contractor shall submit a Signing a nd Traffic Co ntrol Plan (TCP) for each schedule, showing all locations for construction signs, flaggers, and other traffic control devices, lane widths, tapers, and temporary channelization, required for the project. The TCPs shall be 1 submitted to the Engineer for approval, a minimum of seven (7) days prior to beginning any work on the project. The Contractor shall include in the TCP; special plans for traffic control and routing, hours 1 of work, signing and a construction sequencing plan, for the overlay and pavement patching on all arterials. I NO WORK SHALL BE PERMITTED WITHOUT A TCP APPROVED BY THE ENGINEER. The approved TCP shall be on-site at all times and failure to obtain and adequately implement i City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 113 2015 RFB ver. 1-08 1 an approved TCP shall be the cause for immediate action by the Engineer. Said action may include but shall not be limited to the following: 1. Suspension of work until the TCP is approved or properly implemented. 2. Implementation by the Owner of approved TCP at the Contractor's expense. 3. The Owner may provide, or have others provide, interim labor, materials and equipment at the Contractor's expense to alleviate traffic hazards of concern. 4. Any combination of the above described remedies, or whatever is deemed necessary by the Engineer to protect the traveling public. All Traffic Control Plans shall conform to the MUTCD and the Standard Plans. Whenever the Contractor intends to do work not explicitly covered by the TCP, the Contractor shall submit a Supplemental Traffic Control Plan to the Engineer for approval at least ten (10) days in advance of the time signs and barricades will be required. Whenever a traffic signal is to be taken out of service, set to flashing red, or construction is such that it interferes with the safe and effective operation of the traffic signal an Off Duty Uniformed Police Officer must be used to control traffic through the intersection. The use of an Off Duty Uniformed Police Officer must be shown on the traffic control plan. is 1-10.2(3) Conformance to Established Standards Section 1-10.2(3) is supplemented with the following: Traffic control for the project shall conform to the Manual on Uniform Traffic Control Devices (MUTCD) Part VI, and Section 1-10 of the Standard Specifications. These publications will be incorporated in all projects by this reference as if set forth herein in full. I1-10.3 Traffic Control Labor, Procedures and Devices 1-10.3(1) Traffic Control Labor Section 1-10.3(1) is supplemented with the following: The hours eligible for "Traffic Control Labor" will be those hours actually used for the previously described work. Handling of Class B signs is to include the placement of "No- Park" signs, for use in areas where operations require the street to be cleared of vehicles. Any work described under this section performed by a Traffic Control Supervisor will not be Ipaid but will be considered incidental to other items of work. The City has set the unit contract price for "Off Duty Uniformed Police Officer" at Sixty- Seven and No/100 Dollars ($67.00) per hour of active traffic control. In the event this amount does not reflect the actual cost to the Contractor for a Uniformed Off Duty Police Officer, then the Contractor should revise other bid items to include the correction factor. No adjustment to the $67.00 per hour unit price shall be made for overtime hours, holiday hours,or minimum callout charge. The Contractor shall request uniformed off-duty police officers from the City of Federal Way Public Safety Department, (253) 835-6701. The request shall be made forty-eight (48) hours before the use of the off-duty police officers on the project site. A minimum of three (3) hours call out time shall be paid each request for off-duty police officers. The.City shall City of Federal Way RFB# 15-001 I 2015 Asphalt Overlay Project 114 2015 RFB ver. 1-08 • 1 pay $67.00 per hour for actual time worked by off-duty police officers, it shall be the Contractors responsibility to arrange work schedule to minimize any additional costs incurred by the minimum three (3) hour callout requirement. The estimated uniformed off-duty police officers hours as stated in the proposal, are the City's estimate, without knowledge of the Contractors specific method of operation and is used only for the purpose of providing a common amount for all bidders. In the event actual hours of officer time differs from the quantity listed in the proposal, no readjustment in the unit contract price for uniformed off duty police officer will be allowed. 1-10.4 Measurement I Supplement with the following: All traffic control items, with the exception of"Traffic Control Labor; shall be incidental to I the contract, and no measurement will be made. 1-10.5 Payment 1 Section 1-10.5 is supplemented with the following: Payment will be made per Section 1-10.5 of the Standard Specification for the following bid items: "Flaggers and Spotters", per hour. I "Other Traffic Control Labor", per hour. "Off Duty Uniformed Police Officer", per hour. "Portable Changeable Message Sign", per day. I The Owner has estimated the cost at Forty-Eight and No/100 Dollars ($48.00) per hour for accomplishing the work of "Traffic Control labor" and has entered that amount in the bid proposal under the specific item to become part of the total bid by the Contractor. Any cost to the Contractor of providing this work over Forty-Eight and No/100 Dollars ($48.00) per hour, shall be incidental to other bid items, and no further compensation shall be made. I Payment shall be limited to the labor required for flagging and handling signs and traffic control devices which are placed and removed or adjusted daily. I It will be the Contractor's responsibility to provide, for the Engineer's concurrence, a detailed summary of time expended on this item at the end of each working day. Pay quantities will be prepared on the basis of these daily summaries. Time which does not appear on these daily summaries will not be honored for payment. All other items of work included in this section and/or which are necessary for traffic control 1 are incidental to the Contract, and no separate payment will be made. This includes but is not limited to: special signs required specifically for the project, costs for cones, barricades, sequential arrow-boards, temporary pavement markings and other construction signing used on the project. Any special signs used will become property of the Owner upon completion of the project 1 and will be delivered to the Owner by the Contractor (refer also to Section 8-30 of these Special Provision). i City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 115 2015 RFB ver. 1-08 I IEND OF DIVISION 1 • i 1 i 1 1 i 1 1 1 i I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 116 2015 RFB ver. 1-08 I DIVISION 2 1 EARTHWORK Wherever specifications are made for "Pavement Repair and Roadway Widening" in the I following division, they shall also apply to"Shoulder Reconstruction and Shoulder Widening': 2-01 CLEARING, GRUBBING,AND ROADSIDE CLEANUP I 2-01.1 Description Section 2-01.1 is supplemented with the following: Clearing, grubbing, and roadside cleanup shall be accomplished in conformance with • I Section 2-01 of the Standard Specifications, except as hereinafter amended. 2-01.4 Measurement Section 2-01.4 is supplemented with the following: "Clearing and Grubbing" shall be considered incidental to the various bid items of the contract and as such, will not be measured for separate payment. 2-01.5 Payment Section 2-01.5 is supplemented with the following: Payment will be made for the following bid items per this section of the Standard Specifications: "Roadside Cleanup" by force account. For the purpose of providing a common proposal for all bidders and for that purpose only, I the Owner has estimated the amount of force account for roadside cleanup and has arbitrarily entered that amount in the bid proposal, which shall then become part of the Contractor's total bid. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS I 2-02.3 Construction Requirements Section 2-02.3 is supplemented with the following: I The removal and disposal of facilities indicated shall be conducted in such a manner as not to damage utilities, or any portion of improvements that are to remain in place. Any damage caused by the Contractor and his operations shall be repaired, replaced, or otherwise properly restored to the satisfaction of the Engineer at no cost to the Owner. Disposal shall be in accordance with Section 2-01 of the Standard Specifications and these I Special Provisions. 2-02.3(3) Removal of Pavement, Sidewalks, Curbs,and Gutters 1 Section 2-02.3(3) is supplemented with the following: I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 117 2015 RFB ver. 1-08 I 1. All broken-up pieces shall become the property of the Contractor and shall be removed from the project. l 2. Prior to removal, the Contractor shall make a full-depth vertical sawcut between any sidewalk, curb ramp or curb and gutter that is to remain and the portion to be removed. The sawcut shall be at the nearest joint to form a neat line for removal from the project site. 3. Replace at no expense to the Owner and to the satisfaction of the Engineer any existing pavement, sidewalk, curb ramp, or curb and gutter designated to remain that is damaged during the removal operation. I 4. The contractor shall make a neat full depth vertical sawcut in the existing pavement at a minimum distance of one (1) foot from the curb and gutter to be removed to provide a large enough area to build to curb and place and compact a pavement section. The approximate thickness of the existing asphalt concrete pavement in the r roadway varies. Contractor's attention is also drawn to Section 8-04.3 of the Special Provisions. See standard plans for details. 5. The equipment and procedures used to make the full-depth sawcut shall be approved by the engineer. No waste water from the sawcuthng operation shall be released directly to any stream or storm sewer system. 6. Extra care shall be taken to protect existing traffic loops that are to remain, when removing and replacing curb and gutter. Any traffic loops damaged by the Contractor shall be replaced at the Contractor's expense. 7. Pedestrian and wheel chair access to sidewalks must be maintained to one side of I each street at all times. The Contractor shall only remove and replace existing cement concrete sidewalk(s), curb and gutter(s), truncated dome retrofit(s) or wheel chair ramp(s) at one quadrant of an intersection at a time. If it is not possible to restrict access to one side of a street, the contractor must provide proper wheelchair accessible pedestrian detours, per the MUTCD, around closed sidewalk areas. 11 (******) 2-02.3(4) Removal of Pavement Markings I All pavement markings, including, but not limited to: paint, lane markers, traffic buttons, plastic markings, and adhesive residue shall be removed prior to overlay. This work shall be incidental • to other bid items of the contract, and no separate payment will be made. (******) 2-02.3(5) Asphalt Concrete Sawcut IWhere shown on the Plans or where directed by the Engineer, the Contractor shall make a neat, full-depth vertical saw cut at the boundaries of the area to be removed. Care shall be taken when sawcutting as not to damage any of the existing pavement to remain in place. Any I pavement damaged by the Contractor due to his operations shall be repaired or replaced by him at his own expense. I City of Federal Way RFB#15-001 ' 2015 Asphalt Overlay Project 118 2015 RFB ver. 1-08 Where the Contractor chooses to use grinding or pulverizing to remove asphalt concrete 1 pavement, the vertical line left by grinding or pulverizing shall be considered equivalent to a sawcut, but in that case no separate payment shall be made for sawcut. 2-02.3(6) Removal of Trees Where shown on the plans or as directed by the Engineer, the Contractor shall remove trees I and their associated roots to a depth of 2' below the existing surface, or the proposed grade whichever is deeper. The cleared area shall be backfilled with gravel borrow up to two (2) inches below finished grade and remainder filled with topsoil Type A, and seeded. Prior to backfilling, the cleared area shall be treated with a heavy concentration of Cross-Bow, Round-up or approved equivalent. All materials removed shall be disposed of by the Contractor off the project site, unless approved otherwise by the Engineer. 2-02.3(7) Adjust Existing Utility to Grade As shown on the Plans, existing utilities such as monuments, manholes, catch basin frames and grates, water valves, and meter boxes shall be adjusted to finished grade. The Contractor shall familiarize himself with the existing utility locations prior to the beginning of any work. The Contractor shall adjust City-owned utilities. Final adjustment shall be smooth and flush with finished grade. The Contractor shall mark the location of all utilities prior to paving the new surface. Unless otherwise provide in the Special Provisions and Proposal, costs for adjusting utilities to grade, including coordinating the work with other utilities, shall be incidental to the various items of work and no additional compensation will be allowed. 1 Existing facilities shall be adjusted to the finished grade as shown on the Plans and as further. specified herein. Existing box, ring, grate, and cover shall be reset in a careful and workmanlike manner to conform to the new grade. Special care shall be exercised in all operations. Any damage occurring to the manholes, concrete catch basins, monument cases, valve boxes, or water mains, due to the Contractor's operations, shall be repaired at the Contractor's own expense. Adjustments shall be made using bricks, concrete blocks, or cement, and the interior of the manhole adjustment shall be mortaled smoothly. All covers and frames shall be thoroughly cleaned. The Contractor shall be responsible for referencing and keeping a record of such references of all manholes, catch basins, monument cases, meter boxes, and valve boxes encountered, and shall submit a copy of these references to the Engineer. The manholes, catch basins, monument cases, and valve boxes shall be adjusted to grade in I accordance with Section 1-05.3(1). 2-02.4 Measurement I Section 2-02.4 is supplemented with the following: Removal of asphalt concrete pavement and base associated with the removal of curb and , gutters will not be measured, but will be considered as part of"Removal and Replacement Concrete Curb and Gutter!and"Wheelchair Ramps, Complete': I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 119 2015 RFB ver. 1-08 I I Sawcutting sidewalks, driveways, curb and gutters, and truncated dome retrofits will be incidental to the removal and replacement of those items. Sawcutting for wheelchair ramps shall be incidental to"Wheelchair Ramps, Complete", per each. ISidewalk, driveway, curb ramp, extruded curb, or curb and gutter removal and replacement shall be measured and paid for as provided for under the appropriate bid items in Sections 1 8-04 and 8-14 of the Special Provisions. Removal of Cement Concrete Panel shall be measured by the square yard. IRemoval of trees shall be measured per each and shall include removal of the tree, its roots and the soil surrounding the roots, backfill and seeding, and any restoration necessary as Idetermined by the Engineer. 2-02.5 Payment 1 Section 2-02.5 is supplemented with the following: Payment will be made for each of the following bid items that are in the proposal: 1 1. "Asphalt/Cement Concrete Sawcut", per lineal foot, the contract bid price shall be for a full-depth sawcut. 2. "Tree Removal", per each. 3. "Removal of Cement Concrete Panel", per square yard. I The contract bid prices, including all incidental work, shall be full compensation for all labor, material, tools, disposal fees, and equipment necessary to satisfactorily complete the work as defined in these Special Provisions, including properly disposing of the removed Imaterials off-site and leaving what is to remain in good condition. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 1 2-03.1 Description Section 2-03.1 is supplemented with the following: IRoadway excavation shall include excavation for patching, roadway reconstruction and roadway widening. I 2-03.3(14}7 Gravel Borrow Including Haul Section 2-03.3(14) is supplemented with the following: I Where patching, roadway reconstruction or roadway widening is called for, either as shown on the Plans or as directed by the Engineer, it is the intent to excavate to a depth shown on the Plans as the bottom of the crushed surfacing top course. IWhere and if the Engineer determines that unstable subgrade material exists below this depth, the Engineer may direct the Contractor to excavate an additional depth to stabilize Ithe area. I City of Federal Way RFB#15-001 I 2015 Asphalt Overlay Project 120 2015 RFB ver. 1-08 When an excavation depth exceeds the bottom of the proposed crushed surfacing top I course, the area below the crushed surfacing top course shall be backfilled with "Crushed Surfacing Top Course for Pavement Repair and Roadway Widening, Incl. Haul': Excavation and backfill below grade as heretofore defined for Gravel Borrow Including Haul 9 9 shall be included in the unit contract price for"Crushed Surfacing Top Course for Pavement Repair and Roadway Widening, Incl. Haul"and"Roadway Excavation, Incl. Haul". I 2-03.4 Measurement Section 2-03.4 is supplemented with the following: I "Roadway Excavation Incl. Haul" measurement for roadway excavation including haul shall be in accordance with Section 2-03.4 of the Standard Specifications. 1 2-03.5 Payment Section 2-03.5 is supplemented with the following: I "Roadway Excavation Incl. Haul" shall be paid by the cubic yard, neat line measure. No separate payment will be made for haul or wasting.excavated material I 2-06 SUBGRADE PREPARATION Subgrade preparation for Pavement Repair and Roadway Widening shall be accomplished in I accordance with section 2-06. 2-06.3(2) Subgrade for Pavement 1 Section 2-06.3(2) is supplemented with the following: At locations designated in the field by the Engineer, the existing roadway will be widened or reconstructed. The existing and final pavement widths vary, and shall be as determined by the Engineer. 2-06.5 Measurement and Payment Section 2-06.5 is supplemented with the following: All costs for providing materials and construction for subgrade preparation, shall be P 9 9 P P included in the contract prices for"Crushed Surfacing Top Course for Pavement Repair and Roadway Widening, Incl. Haul", and "HMA Class 1/2" PG 64-22 for Pavement Repair and I Roadway Widening", respectively. 2-07 WATERING 1 Water required for compacting embankments, construction subgrade, placing crushed surfacing, grinding, pulverizing, dust control, and as the Engineer requires shall be provided in accordance I with Section 2-07.3 of the Standard Specifications. 2-07.5 Payment Section 2-76.5 is supplemented with the following: I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 121 2015 I RFB ver. 1-08 1 I All costs for providing and applying water shall be considered incidental to and included in the unit contract prices for the various items involved. I2-12 CONSTRUCTION GEOSYNTHETIC 2-12.3 Construction Requirements ISection 2-12.3 is supplemented with the following: The area to be covered by the geosynthetic shall be graded to a smooth, uniform condition 1 free from ruts, potholes, and protruding objects such as rocks or sticks. The geosynthetic shall be spread immediately ahead of the covering operation. The geosynthetic shall not be left exposed to sunlight during installation for a total of more than 5 calendar days. The geosynthetic shall be laid smooth without excessive wrinkles. Under no circumstances shall the geosynthetic be dragged through mud or over sharp objects which could damage the geosynthetic. The cover material shall be placed on the geosynthetic in such a manner I that a minimum of 12 to 18 inches of material, depending on the survivability of the geosynthetic, will be between the equipment tires or tracks and the geosynthetic at all times. Construction vehicles shall be limited in size and weight such that rutting in the 1 11 initial lift above the geosynthetic is not greater than 3 inches deep, to prevent overstressing the geosynthetic. Turning of vehicles on the first lift above the geosynthetic will not be permitted. End-dumping the cover material directly on the geosynthetic will not be I permitted. Compaction of the first lift above the geosynthetic shall be limited to routing of placement and spreading equipment only. No vibratory compaction will be allowed on the first lift. Pegs, pins, or the manufacturer's recommended method shall be used as needed to hold the geosynthetic in place until the specified cover material is placed. IShould the geosynthetic be torn or punctured or the overlaps or sewn joints disturbed, as evidenced by visible geosynthetic damage, subgrade pumping, intrusion, or roadbed.. distortion, the backfill around the damaged or displaced area shall be removed and the I damaged area repaired or replaced by the Contractor at no cost to the Contracting Agency. The repair shall consist of a patch of the same type of geosynthetic placed over the damaged area. The patch shall overlap the existing geosynthetic a minimum of 2 feet from Ithe edge of any part of the damaged area. If geosynthetic seams are to be sewn in the field or at the factory, the seams shall consist I of two parallel rows of stitching. The two rows of stitching shall be 0.5 inch apart with a tolerance of 0.25 inch and shall not cross, except for restitching. The stitching shall be a lock-type stitch. The minimum seam allowance, i.e., the minimum distance from the geosynthetic edge to the stitch line nearest to that edge, shall be 1.5 inches if a flat or um seam allowance for all other seam types I prayer seam, Type SSa-2, is used. The minimum tYP shall be 1.0 inch. The seam, stitch type, and the equipment used to perform the stitching I shall be as recommended by the manufacturer of the geosynthetic and as approved by the Engineer. I The seams shall be sewn in such a manner that the seam can be inspected readily by the Engineer or his representative. The seam strength will be tested and shall meet the requirements stated in this Special Provision. I City of Federal Way RFB#15-001 I 2015 Asphalt Overlay Project 122 2015 RFB ver. 1-08 1 2-12.4 Measurement , Section 2-12.4 is supplemented with the following: Construction geosynthetic for separation when used under pavement areas to separate the 1 top course from the subgrade, will be measured by the square yard for the ground surface area actually covered. 2-12.5 Payment The unit contract price for "Construction Geosynthetic for Separation", per square yard as included in the proposal shall be full pay to furnish all materials, labor, and equipment, and to complete the work as specified. END OF DIVISION 2 1 I I I I 1 1 i 1 1 City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 123 2015 RFB ver. 1-08 1 DIVISION 3 PRODUCTION FROM QUARRY AND PIT SITES AND STOCKPILING 3-01 PRODUCTION FROM QUARRY AND PIT SITES I 3-01.4 Contractor Furnished Material Sources Section 3-01.4 is supplemented with the following: No source has been provided for any materials necessary for the construction of this improvement. If the sources of material provided by the Contractor necessitates hauling over roads other 1 than City streets, the Contractor shall, at his own cost and expense, make all arrangements for the use of the haul routes. 3-01.6 Payment Section 3-01.6 is supplemented with the following: I Any work performed by the Contractor under Division 3 shall be considered incidental to the furnishing of materials. All cost of acquiring, producing, and placing this material shall be incidental to and included in the unit contract prices for the various items involved. rEND OF DIVISION 3 i 1 1 I 1 City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 124 2015 RFB ver. 1-08 DIVISION 4 1 BASES Wherever specifications are made for "Pavement Repair and Roadway Widening" in the I following division, they shall also apply to"Shoulder Reconstruction and Shoulder Widening". 4-04 BALLAST AND CRUSHED SURFACING 1 Crushed surfacing shall be accomplished in accordance with Section 4-04 of the Standard Specifications. 5/8" Minus crushed rock may be substituted for Maintenance Rock. 1 4-04.4 Measurement Section 4-04.4 is supplemented with the following: Crushed surfacing Top Course and Maintenance Rock for Shoulder Reconstruction shall both be measured by the ton. 4-04.5 Payment Section 4-04.5 is supplemented with the following: Payment will be made for the following bid items: Y 9 1. "Crushed Surfacing Top Course for Pavement Repair and Roadway Widening, Incl. Haul", per ton. 1 2. "Maintenance Rock for Shoulder Reconstruction, Incl. Haul", per ton. The Contract bid price above, including all incidental work, shall be full compensation for all labor, materials, tools, and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Special Provisions. END OF DIVISION 4 I I I 1 • 1 1 City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 125 2015 RFB ver. 1-08 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS Wherever specifications are made for "Pavement Repair and Roadway Widening" in the . following division, they shall also apply to"Shoulder Reconstruction and Shoulder Widening". 1 5-04 HOT MIX ASPHALT Hot Mix Asphalt (HMA) shall be constructed in accordance with Section 5-04 of the Standard Specifications except as modified hereinafter. 5-04.2 Materials Section 5-04.2 is supplemented with the following: Tack Coat IAll coatings for tack coat shall be considered as incidental to and included in the unit contract price for all classes of HMA. i m 1 5-04.3 Construction R u re Requirements Section 5-04.3 is supplemented with the following: HMA Class 1/2" PG 64-22 shall be placed to the compacted depths shown on the Plans and as leveling and wearing course where shown or noted. HMA over three inches (3")„in compacted depth shall be placed in two (2) equal lifts: Placement shall be in accordance with applicable Sections of 5-04 of the Standard Specifications, except that longitudinal, joints between successive layers of HMA shall be displaced laterally a minimum of twelve inches (12"). I During placement, the composition of the mix shall be. subject to adjustment of the 9 p Po percentage of sand, filler, and asphalt as directed by the Engineer. Feathering Asphalt Concrete Pavement The Contractor shall feather the HMA overlay in a manner to produce a smooth riding connection to the existing pavement. All costs in connection with providing, placing, and feathering the HMA shall be incidental to and included in the unit contract price for"HMA Class 1"PG 64-22". 5-04.3(3)A Material Transfer Device/Vehicle Delete this section in its entirety. 5-04.3(5) Conditioning of Existing Surface ' Section 5-04.3(5) is supplemented with the following: Prior to paving, the Engineer shall mark all areas requiring a preleveling and review these Iareas with the Contractor. Compaction of prelevel shall be by pneumatic roller only. City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 126 2015 RFB ver. 1-08 I All costs in connection with providing and placing prelevel HMA Class 1/2"PG 64-22 shall be I measured by the ton and paid at the unit contract bid price for "HMA Class 1/2" PG 64-22 for Preleveling". 5-04.3(5)A Preparation of Existing Surfaces Section 5-04.3(5)A is supplemented with the following: Any removal of material overgrowing the roadway, such as grass or moss, in areas that are not to be repaired, will be paid as force account, under the following bid item per section 2- 01.5 of the Standard Specifications: I "Roadside Cleanup"by force account. Removal of other material, such as leaves or debris that is not growing on the surface of the pavement, will be considered incidental to the project. All areas in which growing material was removed from the roadway shall be treated with Soil Residual Herbicide per section 5-04.3(5)D. • 5-04.3(5)C Crack Sealing Section 5-04.3(5)C is amended as follows: All streets must be crack sealed, and all costs in connection with crack sealing shall be paid under the following bid items per section 2-01.5 of the Standard Specifications: "Roadside Cleanup" by force account. 5-04.3(5)D Soil Residual Herbicide Section 5-04.3(5)D is amended as follows: Engineer, Soil Residual Herbicide shall be placed in b all areas as needed, as directed y the and all costs for Soil Residual Herbicide shall be incidental and included in the unit contract price for" HMA Class 1/2"PG 64-22". 1 5-04.3(5)E Pavement Repair Section 5-04.3(5)E is supplemented with the following: I Pavement repair consists of asphalt concrete sawcut, removing asphalt concrete pavement, crushed surfacing and subgrade, and installing Construction Geosynthetic for Separation, placing crushed surfacing top course, and HMA in accordance with the details shown in the Plans or as directed by the Engineer. Pavement repair excavation may also be performed by the use of a milling machine of a type that has operated successfully on work comparable with that to be done under the contract and shall be approved by the Engineer prior to use. If a milling machine is used for excavation, the excavation shall be in accordance with the "Alternative Pavement Patching Detail" shown in the Plans or as I directed by the Engineer. In all types of excavation, after the removal of the asphalt, the base material will be evaluated by the inspector, to determine if it is suitable. If the base is determined not to be suitable, removal of the base material, per the typical details shown in the plans, shall be performed, and restoration will be per the typical detail, regardless of the method used for excavation. 1 City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 127 2015 RFB ver. 1-08 • 1 The dimensions shown on the Plans for pavement repair are approximate and are provided for bidding purposes only. The actual dimensions to be used will be marked by the Engineer at the time of construction. No changes to the unit prices bid for the various ' items will be permitted due to any increase or decrease in the amount of pavement repair. Contractor shall complete each pavement repair location within one working day if the pavement repair is located within the traveled way. Payment for pavement repair shall be by the unit prices bid for"Asphalt/Cement Concrete ' Sawcut', "Roadway Excavation, Incl. Haul', "Crushed Surfacing Top Course for Pavement Repair and Roadway Widening, Incl. Haul", and "HMA Class 1/2" PG 64-22, for Pavement Repair and Roadway Widening", specified herein. If a milling machine is used for pavement I excavation, payment shall be by the unit bid prices for "Roadway Excavation, Incl. Haul", based upon a neat line measurement of the excavated area. 5-04.3(7)A Mix Design 5-04.3(7)A1. General ISection 5-04.3(7)A1 is supplemented with the following: The Contractor shall provide the City a mix design for all specified classes of mix and binder type that has been approved by WSDOT within the last 12 months. The mix design(s) shall have met all the requirements of Sections 9-03.8(2) and 9-03.8(6). The Contractor shall. also provide documentation that the aggregates and binder used are the same as those used to meet the requirements for the WSDOT approved mix design. In no case shall the ' Contractor begin paving before the City has approved the submitted mix design(s). 5-04.3(8) Mixing i 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture ' Delete Section 5-04.3(8)A in its entirety and replace it with the following: 1. General: Dense graded mixes (HMA Classes 1/2" and 1") shall be evaluated for quality of gradation and asphalt binder content by the Contractor and the test report submitted to the City Project Engineer. ' 2. Aggregates: Aggregates for HMA shall be manufactured from ledge rock, talus, or gravel in accordance with Section 3-01. The material from which they are made shall meet the requirements of Section 9-03.8(2). (at at at**at) 5-04.3(8)B Basis of Acceptance 1 1. The Contractor submitted reference mix design shall conform to the following requirements. HMA will be accepted based on its conformance to the project job mix ' formula (JMF) provided by the Contractor and laboratory density tests. For the acceptance of a project JMF, the Contractor shall submit to the Engineer a laboratory report stating that the representative samples of the various aggregates and blend sand to be used, along 1 City of Federal Way RFB#15-001 ' 2015 Asphalt Overlay Project 128 2015 RFB ver. 1-08 1 with the gradation data, the various aggregate stockpile averages, the proposed combining ' ratios, and the average gradation of the completed mix have been verified. A. Tolerances — Nonstatistical Acceptance. After the JMF is determined, the I constituents of the mixture at the time of acceptance shall conform to the range of the proportion specified in the broad band specifications for gradation and the design mix asphalt binder content plus or minus 0.5 percent. I B. Adjustments: 1. Aggregates. Upon written request from the Contractor, the Project I Engineer may approve field adjustments to the JMF including the Contractor's proposed combining ratios for mineral aggregate stockpiles and blend sand. The maximum allowed gradation change shall be 2 percent for the aggregate retained on the No. 10 sieve and above, 1 percent for the aggregate passing the No. 10 and No. 40 sieves, and 0.5 percent for the aggregate passing the No. 200 sieve. Blend sand may be changed a maximum of 5 percent. The above adjustments and/or any further adjustments as ordered by the Engineer will be considered as a new JMF. Adjustments beyond these limits will require development of a new JMF. The adjusted JMF plus or minus the allowed tolerances shall be within the range of the broad band specifications. I 2. Asphalt Binder Content. The Project Engineer may order or approve the Contractor's request to change asphalt binder content a maximum of - 111 0.3 percent from the approved JMF. No field adjustments of the JMF relative to the asphalt binder content exceeding 0.3 percent from the initial JMF will be made without approval of the Engineer. 2. Hot Mix Asphalt a t Mixture: A. Sampling: I 1. A sample will not be obtained from either the first or last 25 tons of mix produced in each production shift. No samples shall be taken for daily 1 quantities under 250 tons in a day. 2. Samples for compliance of gradation and asphalt binder content will be obtained on a random basis from the hauling vehicle. The Contractor shall provide adequate platforms to enable samples to be obtained in accordance with WAQTC FOP for AASHTO T 168. The platforms shall allow the sample to be taken without the Engineer entering the hauling vehicle. B. Test Results. The Contractor will furnish the Engineer with a copy of the results. 1 C. Test Methods. Acceptance testing for compliance of asphalt binder content will be WSDOT FOP for AASHTO Test Method T 308. 1 Acceptance testing for compliance of gradation will be WAQTC FOP for AASHTO T 27&T11. I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 129 2015 RFB ver. 1-08 i D. Rejection by Contractor: The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material at no expense to the City. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(10) Compaction I5-04.3(10)B Control Delete Section 5-04.3(10)B in its entirety and replace it with the following: For HMA, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum of ninety-two percent (92%) of the maximum density as determined by WSDOT Test tY Pe ( ) Method 705. The level of compaction attained will be determined as the average of not less than five (5) nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations within each lot. The quantity represented by each lot will be no greater than a 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, noncomplying material may be accepted at a reduced price. Cores may be used as an alternate to the nuclear density gauge tests. When cores are taken by the Engineer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix. The Engineer shall be reimbursed • for the coring expenses at the rate of Two Hundred and 00/100 Dollars ($200.00) per core Iwhen the core indicates the acceptable level of compaction within a lot has not been achieved. I 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 compatibility of the mix design. Compatibility shall be based on the ability of the mix to attain the specified minimum 1 density (ninety-two percent (92%) of the maximum density determined by WSDOT Test Method 705). Following determination of compatibility, the Contractor is responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix Iwill be considered compactable. HMA constructed under conditions other than listed above shall be compacted on the basis ' of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. Pre leveling mix shall be compacted to the satisfaction of the Engineer. 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 City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 130 2015 RFB ver. 1-08 1 compaction of areas that fall below acceptable density readings. These additional tests ' shall not impact the compaction evaluation of the entire control lot. 5-04.3(13) Surface Smoothness ' Replace the first paragraph with the following: The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than 1/8 inch from the lower edge of a 10-foot straightedge • placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/a inch in 10 feet from the rate of transverse slope shown in the Plans. 5-04.3(14) Planing Bituminous Pavement Section 5-04.3(14) is supplemented with the following: I The roadway shall be planed only within the limits shown on the Plans and as directed by the Engineer. 1 The beginning and ending of each lane of planing shall be squared off to form a uniform joint. All "fins" and small sections of old pavement remaining around existing castings shall be removed by hand operations, if necessary, to provide a stable edge for overlay pavement. The Contractor shall provide for safe vehicular travel over existing manholes, valve boxes, I etc., during planing operations. Prior to opening to traffic, any delaminating of existing HMA shall be removed from the site I and resulting holes shall be patched with HMA Class 1/2" PG 64-22, and shall be paid under "HMA Gass 1/2" PG 64-22, for Repair and Roadway Widening". Also, the surface shall be cleaned by sweeping to remove dust and foreign matter. A sweeper shall be present at all times during planing operations. Planing and paving activities shall be coordinated so that all planed sections of roadway are overlaid within seven (7) working days. HMA Planings I The Contractor shall have the option of utilizing up to twenty percent (20%) asphalt concrete planings in the production of HMA. Planings shall be clean and free of contamination and sized prior to mixing to assure a uniform mix. The Engineer may modify the planing maximum mix size,if the planings are not breaking down during mixing and heating. ' The gradation of the HMA mix shall be the responsibility of the Contractor. When combined with recycled material the HMA shall meet the gradation specification for the specified ' class. 1 City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 131 2015 RFB ver. 1-08 Is III I The Contractor shall submit his proposal for proportions of recycled material, induding representative samples taken in the presence of the Engineer, to be used. The Contractor shall allow 14 days after delivery to the City Materials Laboratory for approval of the mix. I Additional time may be required if proportions do not make.an adequate design or if more than one source of material is being approved. Production of HMA will not commence until a job mix design has been approved. IButt 3oints Butt joints shall be planed to the dimensions shown in the Plans. Measurement shall be by I the square yard for Planing of Bituminous Pavement as specified in Section 5-04.4 of the Standard Specifications. I Damage Damage from planing beyond the planing limits or from the Contractor's operations shall be repaired at the Contractor's expense. 1 5-04.3(17) Paving Under Traffic Section 5-04.3(17) is supplemented with the following: IThe Contractor shall install, maintain, and remove approved four inch (4") wide reflective traffic tape, and/or temporary reflective lane markers, when paint lines or other pavement Imarkings are obliterated due to construction activities or pavement restoration, whenever permanent pavement markings are included in the Contract and traffic is released onto public streets or roadways prior to installation of permanent pavement markings, or as directed by the Engineer. The Contractor shall perform preliminary layout work to the satisfaction of the Engineer I prior to installation of the temporary pavement markings. The temporary pavement markings shall be installed and maintained to the satisfaction of the Engineer until the permanent pavement markings are installed and approved in writing by the Engineer. After approval of permanent lane markings, the Contractor shall remove the temporary lane markings to the satisfaction of the Engineer. All permanent pavement markings must be placed no later than seven (7) calendar days after the final lift of paving is completed, except 90-mil methyl methacrylate materials, which must be placed no later than twenty- 1 one (21) calendar days after the final lift of paving is completed. Appropriately colored 4-inch wide reflective traffic tape shall be installed with a skip pattern I based on a 10-foot unit consisting of a 1-foot line of tape and a nine foot (9') gap, unless otherwise specified on the Plans or in the Special Provisions. Reflective traffic tape markings shall generally follow the alignment for the permanent pavement markings and double lines shall be used when specified for the permanent pavement markings. Reflective tape shall not be used when the temporary pavement markings are to be exposed to traffic for more than two weeks without the written approval of the Engineer. IAll costs in connection with temporary tape shall be incidental to and included in the unit contract price for "HMA Class 1/2"PG 64-22". 1 5-04.3(20) Anti-Stripping Additive Section 5-04.3(20) is supplemented with the following: 1 City of Federal Way RFB# 15-001 I 2015 Asphalt Overlay Project 132 2015 RFB ver. 1-08 When an approved anti-striping additive is added to a class of asphalt concrete pavement ' as a result of a proper mix design, it shall be approved by the City. Once designated for use on a specific project, the brand, grade, or percentage of anti-stripping additive shall not be changed without approval of the Engineer. I All anti-strip additive shall be considered as incidental to and included in the unit contract price for all classes of HMA. I 5-04.3(23) Paving Fabric Paving fabric shall be placed before placement of asphalt concrete overlay and only after the entire area has been crack sealed and preleveled. , Materials Asphalt Cement: PG 64-22 per Section 9-02 Bituminous Materials of the. Standard Specifications. Fabric: Nonwoven polypropylene material. I Weight 3 to 5 ozs./SY Tensile Strength, either direction 90 lbs. minimum Elongation 50% minimum Asphalt Retention 0.2 gal./SY minimum Melting Point 300 Surface Texture Heat-Set on One Side Equipment Requirements All equipment, tools, and machines shall be subject to approval of the Engineer. Surface cleaning equipment shall be capable of removing oil, grease, and other objectionable materials from the pavement surface. 1 Application equipment shall consist of brooms and distributor. The distributor shall have a capacity of not less than 1,000 gallons. Asphalt shall be uniformly applied at the specified ' rate. The distributor shall be equipped with a ten foot (10') spray bar and extensions, pressure I pump and gauge, volume gauge located to be easily read by the inspector from the ground, a tachometer to control accurately the speed and spread of asphalt and two thermometers-one to be permanently installed indication continuous asphalt temperatures. Power for the pressure pump shall be supplied by an independent power unit developing a minimum of 25 psi pressure at the spray bar. Surface Preparation I The pavement surface shall be dry and free of all foreign materials such as dirt, vegetation, grease, oil, etc. Cracks shall be filled per Section 5-04.3(5)C Crack Sealing of the Standard Specifications Holes shall be repaired per Section 5-04.3(5)E "Pavement Repair". City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 133 2015 RFB ver. 1-08 • 1 ' Where HMA depths are 2 inches or less, soil residual herbicide shall be applied to the subgrade per Section 5-04.3(5)D Soil Residual Herbicide of the Standard Specifications. Payment for Soil Residual Herbicide shall be incidental to and be included in the unit price for"Paving Fabric': Asphalt Application The asphalt, with minimum temperature of 290 degrees F, shall be sprayed uniformly at the rate of 0.25 to 0.30 gallons per square yard over the area to be fabric covered. The Contractor shall shield preceding applications to avoid laps and ridges at separate ' applications of asphalt. Applications of asphalt in inaccessible areas may be provided by a suitable hand sprayer. I Fabric Application The Contractor shall not begin fabric application until the Engineer has determined that the site is properly prepared and all materials, equipment, and labor are ready. ' Since fabric cannot be moved once placed, the initial alignment is very important. If alignment is to be changed, the fabric shall be cut and realigned with an overlapping joint a minimum of six inches (6") in the direction of traffic. For transverse lapped joints the top fabric shall be folded back six inches (6") to allow application of 0.005 gallons per square yard of asphalt. The joint shall be broomed and squeegeed to form a smooth lap. The fabric shall be broomed into the asphalt eliminating all air bubbles. Weather Limitations Work shall only be done during dry conditions above 60 degrees F or in accordance with the manufacturer's recommendations or requirements. 1 Membrane Curing n umaticall rolled until the fabric is well The entire surface of the fabric shall be pneumatically Y embedded into the asphalt. HMA Overlay The HMA overlay shall immediately follow the fabric installation. The fabric manufacture's recommendations and requirements regarding asphalt temperature, protection of fabric, rolling temperature and technique, etc. shall be followed. the same da y. The Contractor shall not place more fabric than can be overlaid on No fabric except that which is required for normal lapped joints shall be exposed to traffic. In the event the traffic must drive on the fabric, the fabric shall be dusted with sand to prevent tire pickup of asphalt. Before resuming asphalt overlay, the sand shall be swept clean from the fabric. 5-04.5 Payment I Payment will be made per the Standard Specifications for each of the following bid items that are included in the proposal: ' "HMA Class 1/2"PG 64-22", per ton. City of Federal Way RFB#15-001 ' 2015 Asphalt Overlay Project 134 2015 RFB ver. 1-08 I "HMA Class 1/2"PG 64-22, for Pavement Repair and Roadway Widening", per ton. ' "HMA Class 1/2"PG 64-22 for Preleveling, per ton. "Planing Bituminous Pavement", per square yard. "Paving Fabric", per square yard. The contract bid prices above, including all incidental work shall be full compensation for all prime coat, tack coat, labor, materials, tools and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and the Special Provisions. 5-04.5(1) Quality Assurance Price Adjustments Delete Section 5-04.5(1) in its entirety. 5-04.5(1)A Price Adjustment for Quality of HMA Mixture Delete Section 5-04.5(1)A in its entirety. 5-04.5(1)B Price Adjustment for Quality of HMA Compaction Delete Section 5-04.5(1)B in its entirety. END OF DIVISION 5 t 1 1 1 1 1 1 1 City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 135 2015 RFB ver. 1-08 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-05 MANHOLES, INLETS,CATCH BASINS, AND DRYWELLS IAdjustments and repair of manholes and catch basins shall be in accordance with Section 7-05 of the Standard Specifications except as modified hereinafter. ' 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1) is supplemented with the following: The existing cast iron ring and cover on manholes and the frame and grate on catch basins, shall be removed and be reinstalled at the new elevation, frame ring extensions may not be used. Contractor shall submit catalog cuts of extensions for approval. For the excavation and restoration for adjustment of catch basins and manholes, final adjustment of all covers and access entries shall be made following final paving per Section 8.04 of the King County Road Standards, except that in part three only concrete will be allowed, no crushed rock or ATB, per the detail included in Appendix B. The City of Federal Way Surface Water Maintenance will provide high impact risers and lids for specified manholes or catch basins. All catch basin frames and grates removed shall remain the property of the City and shall be delivered by the Contractor to the City as directed by the Engineer. I 7-05.4 Measurement Section 7-05.4 is supplemented with the following: ' Locking Metal Cover and Frame for Catch Basin shall be measured per each. Repair Catch Basin shall be measured per each. Adjustment of Manholes, Catch Basins and Inlets will be measured per each. 1 7-05.5 Payment IPayment will be made for each of the following bid items that are included in the proposal: "Adjust Manhole", per each. ' "Adjust Catch Basin", per each. The contract bid prices for the above, including all incidental work, shall be full compensation I for all labor, materials, tools, and equipment necessary to satisfactorily complete the work as defined in the Standard Specifications and these Special Provisions. Sawcutting, pavement removal and repair, excavation, curb and gutter removal and ' replacement, and any other work required to complete the items of work shall be considered incidental to other bid items, and no separate payment will be made. ' END OF DIVISION 7 City of Federal Way RFB#154001 2015 Asphalt Overlay Project 136 2015 RFB ver. 1-08 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-04 CURB,GUTTERS,AND SPILLWAYS 8-04.3 Construction Requirements Section 8-04.3 is supplemented with the following: The subgrade for curb and gutter sections shall be compacted to ninety-five (95%) percent density. A minimum of four (4) inches of CSTC, compacted to ninety-five (95%) percent density shall be placed under curb and gutter prior to installation. I The top of the finished concrete shall not deviate more than one-eighth inch (1/8") in ten feet (10') or the alignment one-fourth inch (1/4") in ten feet (10'). 1 The existing concrete curb and gutter shall be removed in accordance with section 2- 02.3(3) which leaves a two (2) feet gap. This gap shall have its subgrade prepared and be paved with a minimum of four inches (4") CSTC and three inches (3") HMA Class 1/2" PG 64-22 (compacted depths), or match existing depths whichever is greater. See standard plans for details. Cement Concrete Curb and Gutter, Mountable Cement Concrete Curb and Cement Concrete Extruded Curb shall be removed and replaced as shown on the plans or at designated locations as directed by the City. Cement Concrete Curb and Gutter at existing curb ramps shall be removed and replaced as I shown on the plans or at designated locations as directed by the City. Extra care shall be taken to protect existing traffic loops to remain, when removing and replacing pavement, curb and gutter. Any traffic loops damaged by the Contractor shall be replaced at the Contractor's expense. I New curb and gutter shall conform to the details on the design plans and Current WAC for Barrier Free Design. Mountable Cement Concrete Curb and Extruded Concrete Curb shall be placed no later than seven (7) calendar days after the final lift of paving has been completed in each Schedule where required. I Mountable Cement Concrete Curb shall be painted-with two full coats of paint formula No. H-2-83 or H-3-83 as shown in the Plans or as designated by the Engineer. The paint can be applied by brush or spray. The second coat shall have glass traffic paint beads sprinkled in the wet paint at the rate of 12 pounds per 100 linear foot of curbing. The beads shall conform to the requirements of Section 9-34.4. , 1 City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 137 2015 I RFB ver. 1-08 ' (January 11, 2015******) Pedestrian Refuge Islands Cement Concrete Extruded Curb, shall be installed per plans and details for Pedestrian Refuge Islands. ' A minimum of four (4) inches of CSTC, compacted to ninety-five (95%) percent density shall be placed inside of cement concrete extruded curb for the construction of Pedestrian Refuge Islands. 1 Two inches (2") HMA Class 1/2 in. PG 64-22 (compacted depths), and match top of cement concrete extruded curb for the construction of Pedestrian Refuge Islands. See Istandard plans for details. Cement concrete extruded curb shall be painted per WSDOT standard specification 8- ' 07.3(2). Pedestrian Refuge Islands in the roadway are painted yellow. If any section of curb and gutter, mountable cement concrete curb or extruded ' concrete curb is damaged due to vandalism, such as writing, by vehicles or pedestrians, the entire section, between joints, shall be removed and replaced, at no cost to the City. 1 8-04.3(3) Painting of Curbs Section 8-04.3(3) is added with the following: When shown on the plans, concrete curbing shall be painted with two full coats.of Paint formula No. H-2-83 or H-3-83 as shown on the plans or directed by the Engineer. The paint can be applied by brush or spray. 8-04.4 Measurement Section 8-04.4 is supplemented with the following: ' ((January 11, 2015****** rY ******) The City inspector shall designate the locations and limits of removal and replacement. ' All curb and gutter, mountable cement concrete curb and extruded curb removal and replacement will be measured by the lineal foot along the line and slope of the completed curb and gutter, and extruded curb. Cement concrete curb and gutter removal and replacement for wheelchair ramps will be incidental to "Wheelchair Ramps, Complete", per each. The City inspector shall designate the locations and limits of removal and ' replacement. Where shown on the plans or as directed by the Engineer, existing ramps to be removed and replaced with cement concrete sidewalk, curb and gutter, the curb and gutter shall be measured by the lineal foot of curb and gutter replaced, and shall be paid at the unit contract bid price for"Removal and Replacement of Existing Concrete Curb and Gutter". I Pedestrian Refuge Island, Complete shall be measured per each, and shall include all items • necessary to install a complete Pedestrian Refuge Island per appropriate detail, and shall include the removal of existing pedestrian refuge island. The City inspector shall designate the locations and limits of removal. City of Federal Way RFB#15-001 ' 2015 Asphalt Overlay Project 138 2015 RFB ver. 1-08 shall be made for installation or painting of Cement Concrete No separate measurement sha p g Extruded Curb or installation of detectable warnings (Truncated Domes) and will be incidental to"Pedestrian Refuge Island, Complete", per each. I 8-04.5 Payment Payment for the removal and replacement of concrete curb and gutter, and concrete extruded curb, with the exception of removal and replacement of concrete curb and gutter for wheelchair ramps shall be included in the following: I 1. "Removal and Replacement of Existing Concrete Curb and Gutter", per linear foot. 2. "Removal and Replacement of Existing Concrete Extruded Curb", per linear foot. 3. "Removal and Replacement of Existing Mountable Cement Concrete Curb", per linear foot. 4. "Pedestrian Refuge Island, Complete", per each. The unit contract price per linear foot shall be full payment for all incidental work, excavation, forms, preparation of subgrade, placement, backfill and compaction, HMA Class 1/2"PG 64-22 and CSTC for pavement repair, and all other materials, tools, equipment, and labor required for the construction of same. The unit bid price in the Proposal for "Pedestrian Refuge Island, Complete" will be full compensation for the cost of any and all excavation, forms, preparation of subgrade, placement, backfill and compaction, HMA Class 1/2" PG 64-22 and CSTC, paint,detectable warning strips per detail, crosswalk symbols, and all other materials, tools, equipment, and labor required for the construction of same and are incidental to the other bid items within the proposal. 8-07 PRECAST TRAFFIC CURB 8-07.1 Description , Section 8-07.1 is supplemented with the following: This work shall consists of removing, furnishing and replacing precast traffic curb, block traffic curb, sloped mountable curb, or dual faced sloped mountable curb of the design and type specified in the Plans in accordance with these Specifications and the Standard Plans in the locations indicated in the Plans or as staked by the Engineer. I 8-07.4 Measurement Section 8-07.4 is supplemented with the following: I Where shown on the plans or as directed by the Engineer, existing Type C Curb is to be removed and replaced and shall be measured by the linear foot of curb replaced, and shall be paid at the unit contract bid price for "Removal and Replacement of Precast Dual Faced Sloped Mountable Curb and Precast Sloped Mountable Curb". All Precast Dual Faced Sloped Mountable Curb and Precast Sloped Mountable Curb shall be placed no later than seven (7) calendar days after the final lift of paving has been completed in each Schedule where required. 1 City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 139 2015 RFB ver. 1-08 • 1 8-07.5 Payment Section 8-07.5 is supplemented with the following: "Removal and Replacement of Precast Dual Faced Sloped Mountable Curb", per linear foot. "Removal and Replacement of Precast Sloped Mountable Curb", per linear foot. The unit contract price per linear foot shall be full payment for all incidental work, including the removal and disposal of the existing curb, and pavement repair, and all other materials, tools, equipment, and labor required for the construction of same. 1 8-09 RAISED PAVEMENT MARKERS I 8-09.3 Construction Requirements Section 8-09.3 is supplemented with the following: (******) RPMs shall be installed per City of Federal Way Standard Details P tY Y All Raised Pavement Markers shall be placed no later than seven (7) days after the final lift of paving has been completed in each Schedule where required, except in areas where 90-mil methyl methacrylate materials have been used for pavement markings, in which case the Raised Pavement Markings shall be placed no later than twenty-one (21) days after the final lift I of paving has been completed. 1 8-09.4 Measurement Measurement of markers will be by units of 100 for each type of marker furnished and set in p lace. 8-09.5 Payment IPayment will be made for each of the following bid items that are included in the proposal: "Raised Pavement Marker Type 2", per hundred. "Hydrant Marker Type 2B", per each. 8-13 MONUMENT CASES (January 11 2015******) 8-13.3(1) Adjusting Monument Cases The existing cast iron ring and cover on monument cases shall be removed and replaced at the new finish elevation, frame ring extensions may not be used. Contractor shall submit catalog cuts of extensions for approval. Following monument case adjustment, the monument shall be verified for position by the City. If the monument has been displaced by the Contractor's operations, the Contractor shall at his own expense, remove and replace the case and reestablish the monument. 1 City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 140 2015 RFB ver. 1-08 1 8-13.4 Measurement Section 8-13.4 is deleted and replaced by the following: (March 13, 1995) 1 Measurement of adjusting existing monument case and cover will be by the unit for each. 8-13.5 Payment 1 Payment will be made for each of the following bid items that are included in the proposal: "Adjust Existing Monument Case and Cover", per each. I The contract bid price for the above, including all incidental work, shall be full compensation for II labor, materials, tools, and equipment necessa to satisfactorily complete the work as I a necessary Y p defined in these Special Provisions. 8-14 CEMENT CONCRETE SIDEWALKS I 8-14.1 Description Section 8-14.1 is supplemented with the following: Existing cement concrete sidewalks, driveway approaches, truncated dome retrofit and existing wheelchair ramps shall be removed and replaced at designated locations as directed by the City. New wheelchair ramps and warning strips shall conform to the details on the design plans and Current WAC for Barrier Free Design. If any section of sidewalk is damaged due to vandalism, such as writing, by vehicles or pedestrians, the entire section, between joints, shall be removed and replaced, at no cost to the City. 8-14.2 Materials Section 8-14.2 is supplemented with the following: ;I Material requirements for sidewalks shall also be applied to driveway approaches and wheelchair ramps. I 8-14.3 Construction Requirements Section 8-14.3 is supplemented with the following: I The subgrade for sidewalks, driveway approaches, and wheelchair ramps shall be compacted to ninety-five percent(95%) density. I CSTC, compacted to ninety-five percent (95%) density shall be placed at the following depths, under sidewalks, driveway approached and wheelchair ramps prior to installation. 1 Sidewalks two inches (2") Driveway Approaches four inches (4") Wheelchair Ramps two inches (2") Truncated Dome Retrofit two inches (2") i City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 141 2015 RFB ver. 1-08 I 1 8-14.4 Measurement Section 8-14.4 is supplemented with the following: I Cement concrete sidewalk and driveway approaches for removal and replacement shall be measured by the square yard of finished surface replaced. The City inspector shall designate the locations and limits of removal. IWhere shown on the plans or as directed by the Engineer, existing ramps to be removed and replaced with cement concrete sidewalk, and curb and gutter, the cement concrete I II sidewalk shall be measured by the square yard of finished surface replaced, and shall be paid at the unit contract bid price for "Removal and Replacement of Existing Concrete p p P 9 Sidewalk': The cost shall include all work necessary to construct the sidewalk including Ibackfilling with crushed surfacing top course to finished grade. Wheelchair ramps shall be measured per each, and shall include all items necessary to I install a complete wheelchair ramp per appropriate detail, and shall include the removal of existing curb ramps or sidewalks. The City inspector shall designate the locations and limits of removal. ITruncated dome retrofit shall be measured per each and shall include all items necessary to install a complete truncated dome retrofit per appropriate detail. The City inspector shall Idesignate the locations and limits of removal. 8-14.5 Payment 1 Section 8-14.5 is supplemented with the following: 1. "Removal and Replacement of Concrete Sidewalk, per square yard. I 2. "Removal and Replacement of Concrete Approach", per square yard. 3. "Wheelchair Ramp Type 1, Complete", per each. 4. "Wheelchair Ramp Type 2, Complete", per each. 5. "Wheelchair Ramp Type 3, Complete", per each. 1 6. "Truncated Dome Retrofit", per each. The contract bid price for the above, including all incidental work, and shall be full Icompensation for all labor, materials, tools, and equipment necessary to satisfactorily complete the work. I . All costs associated with removal and disposal of cement concrete pavement shall be included in the item "Removal of Cement Concrete Pavement", per square yard. I 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS, INTELLINGENT TRANSPORTATION SYSTEMS,AND ELECTRICAL I 8-20.1 Description Section 8-20.1 is replaced with the following: I All work shall be performed as shown in the Plans in accordance with applicable Standard Specifications and Standard Plans included herein and the following Special Provisions. Work shall include the supply, testing, and installation of all traffic signal hardware including the I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 142 2015 RFB ver. 1-08 1 communication cable and interface system, and when specified, the modification of such an existing system. The work involves, but shall not be limited to, the following: I 1. Signal poles 2. Signal and pedestrian heads I 3. Video detection 4. Junction boxes I 5. Loop detection 6. Conduit and wire Work shall include the supply, testing and installation of all traffic signal hardware including the communication cable and interface system, and when specified, the modification of such an existing system. The existing traffic signal system shall be kept in full operation during construction until the new system is in place and ready for turn-on. 8-20.1(1) Regulations and Code I The first and second sentences of the first paragraph are deleted and replaced with the following: I (March 13, 2012 ******) Where applicable, materials shall conform to the latest requirements of the Washington State Department of Labor and Industries and Puget Sound Energy. 8-20.1(2) Industry Codes and Standards I (March 13, 2012 ******) The following is added at the end of the first paragraph of this section: 1 National Electrical Safety Code (NESC), Secretary NESC, NESC Committee, IEEE Post Office Box 1331445 Hoes Lane, Piscataway, NJ 08855-1331. I 8-20.2(1) Equipment List And Drawings The first paragraph is deleted and replaced with the following: (January 26, 2012 ******) Within one (1) week following the pre-construction conference, the Contractor shall submit to the Engineer a completed "Request for Approval of Materials"that describes the material proposed for use to fulfill the Plans and Specifications. Manufacturer's technical information shall be submitted for signal, electrical and luminaire equipment, all wire, conduit, junction boxes, and all other items to be used on the project. Approvals by the Engineer must be received before material will be allowed on the job site. Materials not approved will not be permitted on the job site. I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 143 2015 RFB ver. 1-08 1 Section 8-20.2(1) is supplemented with the following: (March 13, 1995 WSDOT GSP) Pole base to light source distances (H1)for lighting standards with pre-approved plans shall be as noted in the Plans. Pole base to light source distances (H1) for lighting standards without pre-approved plans will be furnished by the Engineer as part of the final approved shop drawings, prior to fabrication. 1 (March 13, 1995 WSDOT GSP) Pole base to light source distances (H1) for lighting standards with pre-approved plans will be determined or verified by the Engineer at the request of the Contractor prior to fabrication. Pole base to light source distances (H1) for lighting standards without pre-approved plans and for combination traffic signal and lighting standards will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. 1 (March 13, 1995 WSDOT GSP) If traffic signal standards, strain pole standards, or combination traffic signal and lighting standards are required, final verified dimensions including pole base to signal mast arm connection point, pole base to light source distances (H1), mast arm length, offset distances to mast arm mounted appurtenances, and orientations of pole mounted appurtenances will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. 8-20.3 Construction Requirements 8-20.3(1) General 1 Section 8-20.3(1) is supplemented with the following: (January 26, 2012 ******) Signal System Changeover The Contractor shall provide a detailed work plan for the signal system changeover to be approved by the Engineer. They shall not deviate from the work plan without prior written approval from the Engineer. The work plan shall show the exact date of the signal system rchangeover. The changeover of the signal equipment shall commence after 8:30 AM and be completed by 3:00 PM on the same day. During changeover, traffic control shall be provided.The exact work plan and schedule for changeover shall be pre-approved by the Engineer. See Section 1-10 of these Special Provisions. (November 14, 2014 ******) Delivery of Removed Items The Engineer shall decide the ownership of all salvaged signal materials. All salvaged signal materials not directed by the Engineer to remain property of the City shall become the property of the Contractor, except the existing controller cabinet and all its contents shall 1 remain as property of the City. City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 144 2015 RFB ver. 1-08 t Removed signal and electrical equipment which remains the property of the Contracting Agency shall be delivered to: King County Signal Shop Attn: Mark Parrett 155 Monroe Avenue NE Renton, Washington 98056 Phone: 206-396-3763 Forty eight (48)working hours advance notice shall be communicated to both the Engineer I and the Signal Technician at the address listed above. Delivery shall occur during the hours of 8:00 a.m. to 2:00 p.m. Monday through Friday. Material will not be accepted without the required advance notice. Equipment damaged during removal or delivery shall be repaired or replaced to the Engineer's satisfaction at no cost to the Contracting Agency. The Contractor shall be responsible for unloading the equipment where directed by the Engineer at the delivery site. (January 26, 2012 ******) Contractor Owned Removals All removals associated with an electrical system, which are not designated to remain the property of the Contracting Agency, shall become the property of the Contractor and shall be removed from the project. 1 The Contractor shall: 1. Remove all wires for discontinued circuits from the conduit system or as directed by I the Engineer. 2. Remove elbow sections of abandoned conduit entering junction boxes or as directed by the Engineer. 3. Abandoned conduit encountered during excavation shall be removed to the nearest outlets or as directed by the Engineer. 4. Remove foundations entirely, unless the Plans state otherwise. I a. Backfill voids created by removal of foundations and junction boxes. b. Backfilling and compaction shall be performed in accordance with Section 2-19 09.3(1)E. Signal Display Installation Signal displays shall be installed no more than 30 days prior to scheduled signal turn on or changeover. Signal displays and reflectorized backplates when installed prior to signal turn- on or changeover shall be covered and not visible to vehicular traffic at any time. (December 17, 2012 ******) • (IF King County Metro Fiber Optic Cable is to be affected) Fiber Optic Cable Service Outage Duration and Notification The allowable interruption to the operation of the existing joint City/County/WSDOT fiber �/ optic cable service along is three (3) days, including testing. King I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 145 2015 RFB ver. 1-08 County Metro and King County Traffic shall be notified two (2) weeks in advance of the proposed outage. Notification shall be sent to the following: Owen Kehoe King County Metro Phone: 206-477-5811 IEmail: owen.kehoe @kingcounty.gov Jeffery Barnett King County Metro Phone: 206-263-7826 Email: Jeffery.Barnett@skingcounty.gov King County Signal Shop Attn: Mark Parrett I 155 Monroe Avenue NE Renton, Washington 98056 Phone: 206-396-3763 ISection 8-20.3(1) is supplemented with the following: (May 15, 2000 WSDOT NWR) Energized Equipment Work shall be coordinated so that electrical equipment, with the exception of the service cabinet, is energized within 72 hours of installation. (June 20, 1995 WSDOT NWR) Pole Removal Poles designated for removal shall not be removed prior to approval of the Engineer. (October 31, 2005 WSDOT NWR) Construction Core Installation The Contractor shall coordinate installation of construction cores with Contracting Agency maintenance staff through the Engineer.The Contractor shall provide written notice to the Engineer, a minimum of seven working days in advance of proposed installation. The. Contractor shall advise the Engineer in writing when construction cores are ready to be removed. I (May 15, 2000 WSDOT NWR) Electrical Equipment Removals • Removals associated with the electrical system shall not be stockpiled within the job site without the Engineer's approval. 8-20.3(2) Excavating and Backfilling Section 8-20.3(2) is supplemented with the following: (January 8, 2013 ******) The Contractor shall supply all trenching necessary for the complete and proper installation of the traffic signal system modifications. Trenching shall conform to the following: City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 146 2015 RFB ver. 1-08 I 1. In paved areas, edges of the trench shall be sawcut the full depth of the pavement and 1 sawcuts shall be parallel. All trenches for placement of conduit shall be straight and as narrow in width as practical to provide a minimum of pavement disturbance. The existing pavement shall be removed in an approved manner. The trend bottom shall be graded to provide a uniform grade. P� 9 2. Trenches located under existing traveled ways shall provide a minimum of 24 inches cover over conduits and shall be backfilled with 21 inches of controlled density fill, vibrated in place, followed by either 3 inches minimum of HMA CI 1/2"PG 64 -22 , or a surface matching the existing pavement section, whichever is greatest. The asphalt concrete surface cuts shall be given a tack coat of asphalt emulsion (CSS-1) or approved equal immediately before resurfacing, applied to the entire edge and full depth of the pavement cut. Immediately after compacting the new asphalt surface to conform to the adjacent paved surface, all joints between new and original pavement shall be filled with joint sealant meeting the requirements of Section 9- 04.2. 1 3. Trenches for Schedule 40 PVC conduits to be located under existing sidewalks and driveways shall be installed to conform with the City of Federal Way Luminaire Electrical Trench Detail. Such trenches shall be backfilled with bedding material two inches (2") above and below the conduit, with the remaining depth of trench c ( ) 9 P backfilled with native material. If the Engineer determines that the native material is unsuitable, Gravel Borrow shall be used. Sidewalks and driveways shall be removed and replaced as specified. 4. Trenches for Schedule 40 PVC conduits to be located within the right-of-way and I of (24") cover outside the traveled way shall have a minimum o twenty-four inches (2 ) cove over conduits. Such trenches shall be backfilled with bedding material two inches (2") above and below the conduit, with the remaining depth of trench backfilled with bank run gravel unless the Engineer determines that spoils from the trench excavation are suitable for backfill. J 5. When trenches are not to be placed under sidewalks or driveways, the backfill shall match the elevation of the surrounding ground, including a matching depth of top soil, mulch and/or sod if necessary to restore the trench area to its prior condition. I 6. Contractor shall use joint trench where possible. Backfill shall be carefully placed so that the backfilling operation will not disturb the conduit in any way. The backfill shall be thoroughly mechanically tamped in eight-inch (8") layers with each layer compacted to ninety-five percent (95%) of maximum density in traveled ways, and ninety percent (90%) of maximum density elsewhere at optimum soil moisture content. Bank run gravel for backfill shall conform to Section 2.01 of the Standard Specifications. I Bedding material shall conform to Section 2.01 of the Standard Specifications. All trenches shall be properly signed and/or barricaded to prevent injury to the public. All I traffic control devices to be installed or maintained in accordance with Part VI of the Manual I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 147 2015 RFB ver. 1-08 1 I on Uniform Traffic Control Devices for Streets and Highways, latest edition, and as specified elsewhere in these Specifications. ' All conduits installed by boring shall use a surface launched steerable drilling tool. Drilling shall be accomplished using a high-pressure fluid jet toolhead. The drilling fluid shall be used to maintain the stability of the tunnel, reduce drag on the conduit, and provide backfill between the conduit and tunnel. A guidance system which measures the depth, lateral position, and roll shall be used to guide the toolhead when creating the pilot hole. Once the pilot hold is established, a reamer and swivel shall be used to install the conduit. Reaming diameter shall 1 not exceed 1.5 times the diameter of the conduit being installed. Conduit which is being pulled into the tunnel shall be protected and supported so that it moves freely and is not damaged during installation. Excess drilling fluid and spoils shall be disposed of off-site at a legal disposal site obtained and paid for by the Contractor. Drilling fluid returns (caused by fracturing of formation) at locations other than the entry and exit points shall be minimized. Any drilling fluid that surfaces through fracturing shall be cleaned up immediately. Mobile spoils removal equipment capable of quickly removing spoils from entry or exit pits and areas with returns caused by fracturing shall be used as necessary during drilling operations. 8-20.3(4) Foundations Section 8-20.3(4) is supplemented with the following: (December 18, 2009 ******) The foundation for the controller and service cabinets shall conform to the detail. on the Plans. Conduits shall be centered horizontally except service conduit, which shall-be placed at the side of the power panel. Pole foundations within the sidewalk area shall be constructed in a single pour to the I Poe fou datfo 9 P bottom of the cement concrete sidewalk. The sidewalk shall be constructed in a separate pour. Pole foundations not within the sidewalk area shall incorporate a 3-foot by 3-foot by 4-inch- thick cement concrete pad set flush with the adjacent ground. Where the pad abuts a sidewalk, the pad shall extend to the sidewalk and the top of the pad shall be flushwith the sidewalk. A construction joint shall be provided between the two units. 8-20.3(5) Conduit Section 8-20.3(5) is supplemented with the following: 1 (March 16, 2011 ******) All conduits for signal cable, illumination circuits, and interconnect systems under roadways and driveways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride (PVC). Schedule 40 PVC may be used when not under the roadway or driveways. I All conduits shall have a minimum buried depth of twenty-four inches (24"). PVC conduct ends shall have bell end PVC bushings. All conduits for signal cable raceways under roadways or driveways shall be rigid galvanized steel or Schedule 80 polyvinyl chloride (PVC). Rigid steel or Schedule 80 PVC conduit shall be used for all road crossings whether they are signal, detector or illumination cable. I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 148 2015 RFB ver. 1-08 Schedule 40 PVC conduits may be used for detector lead-ins or illumination. Whenever PVC I conduit is used a ground wire shall be provided. All conduit trenches shall be straight and as narrow in width as is practical to provide a minimum of pavement disturbance. When conduit risers are installed, they shall be attached to the pole every 4 feet and shall be equipped with weather heads. Conduit for the service wires between the Puget Sound Energy pole and the service panel and all above ground conduit shall be hot-dip galvanized rigid steel. All conduits shall be clearly labeled at each junction box, handhole, vault or other utility a appurtenance. Labeling shall be permanent and shall consist of the owner/type name and a • unique conduit number or color. The owner name shall be approved by the Engineer prior to starting work. The recommended owner/type abbreviations are: I PSE—Puget Sound Energy QWEST—Qwest COMCAST(AT&T)/C—Cable COMCAST(AT&T)/F— Fiber SIC—City Signal Interconnect City Spare—City spares Cobra —COBRA luminaire system Section 8-20.3(5) is supplemented with the following: 1 (August 10, 2009 WSDOT NWR) Conduit Seal, Detectable Tape and Location Wire 1 Upon installation of wiring, all conduits entering pad mounted cabinets, all conduit entering ITS hubs, and all ITS conduit 2 inches in diameter or larger shall be sealed with an approved mechanical plug at both ends of the conduit run. Installation of mechanical plugs III shall II conform to the manufacturer's urer's recommendations. Upon installation of wiring at other locations, conduit shall be sealed with duct seal. Upon installation of the pull string, spare conduit shall be plugged. I A pull string rated for 200 lbs. or greater shall be installed in all spare conduits. Detectable underground warning tape shall be placed 12-inches above all innerduct installed I in trenches. Location 14 AWG stranded orange USE insulated wire shall be placed in conjunction with all I innerduct installed in trenches. The location wire shall be placed directly above the conduit containing innerduct in single conduit installations or between the conduits containing innerduct in multiple conduit installations. Location wire routed into pull boxes or cable vaults shall be attached to the "C"channel or the cover hinge bracket with stainless steel bolts and straps. A 1-foot loop of locate wire shall be provided above the channel as shown in the Plans. I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 149 2015 I RFB ver. 1-08 (October 16, 2006 WSDOT NWR) Boring In addition to the requirements for boring with casing, the Contractor shall submit to the Engineer for approval a pit plan and a proposed method of boring that includes, but is not limited to, the following: 1) A pit plan depicting: a) Protection of traffic and pedestrians. b) The dimension of the pit. c) Shoring, bracing, struts,walers or sheet piles. 1 d) Type of casing. 2) The proposed method of boring, including: a) The boring system. b) The support system. c) The support system under and at the bottom of the pit. IThe shoring and boring pit plan shall be prepared by and bear the seal and signature of a Washington State licensed Professional Civil Engineer. Installed casing pipe shall be free from grease, dirt, rust, moisture and any other deleterious contaminants. Commercial concrete meeting the requirements of Section 6-02.3(2)B may be used to seal the casing. 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes Section 8-20.3(6) is supplemented with the following: (March 13, 2012 ******) Unless otherwise noted in the Plans or approved by the Engineer, junction boxes;,,cable vaults and pull boxes shall not be placed within the traveled way or shoulders. junction boxes, cable vaults, and pull boxes placed within the traveled way or v All dun P P Y Pa shoulders shall be heavy-duty. Junction boxes shall not be located within the traveled way, wheelchair ramps, or driveways, or interfere with any other previous or relocated installation. The lid of the junction box shall be flush with the surrounding area and be adequately supported by abutting pavements or soils. Junction boxes, cable vaults and pull boxes which are placed within the sidewalk shall have slip resistant lids which meet the requirements of Americans with Disabilities Act (ADA) and Public Right-of-Way Accessibility Guideline (PROWAG). Approved products are: 1 1.) Mebac1 (their most aggressive surface) manufactured by IKG Industries 2.) SlipNOT Grade 3-coarse manufactured by W.S. Molnar Company. IApproved slip resistant surfaces shall have coefficient of friction of no less than 0.6 and have a proven track record of outdoor application which lasts for at least 10 years. I City of Federal Way RFB#15-001 I 2015 Asphalt Overlay Project 150 2015 RFB ver. 1-08 I Wiring shall not be pulled into any conduit until all associated junction boxes have been I adjusted to, or installed in, their final grade and location, unless installation is necessary to maintain system operation. If wire is installed for this reason, sufficient slack shall be left to allow for future adjustment. I Adjustments involving raising or lowering the junction boxes shall require conduit modification if the resultant clearance between top of conduit and the junction box lid I becomes less than 6 inches or more than 10 inches. Wiring shall be replaced for full length if sufficient slack as specified in Section 8-20.3(8) is not maintained. No splicing will be permitted. I Junction boxes Type 1 and 2 shall meet the requirements of WSDOT Standard Plan J-40.10- 01. Type 8 junction boxes shall meet the requirements of WSDOT Standard Plan 3-40.30-01. Junction boxes shall be inscribed based upon system per WSDOT Standard Plan 3-40.30.01. I Junction box lids and frames shall be grounded per Section 8-20.3(9). Junction boxes shall be located at the station and offset indicated on the Plans except that I field adjustments may be made at the time of construction by the Engineer to better fit existing field conditions. 1 Junction boxes for copper and/or fiber signal interconnect shall be placed at a maximum interval of 300 feet and shall be inscribed with "TS"as described on WSDOT Standard Plan J-40.30-01. Heavy-duty Type 4, 5 and 6 junction boxes, cable vaults and pull boxes shall be installed in accordance with the following: 1 1. Excavation and backfill shall be in accordance with Section 2-09. Excavation for junction boxes, cable vaults and pull boxes shall be sufficient to leave one foot in the clear between their outer surface and the earth bank. 2. Junction boxes, cable vaults and pull boxes shall be installed on a level 6-inch layer of crushed surfacing top course, in accordance with 9-03.9(3), placed on a compacted or undisturbed foundation. The crushed surfacing shall be compacted in accordance with Section 2-09.3(1)E. 3. After installation, the lid/cover shall be kept bolted down during periods when work is not actively in progress at the junction box, cable vault or pull box. I 4. Before closing the lid/cover, the lid/cover and the frame/ring shall be thoroughly brushed and cleaned of all debris. There shall be absolutely no visible dirt, sand or other foreign matter between the bearing surfaces. 5. When the lid/cover is closed for the final time, a liberal coating of anti37 seize compound shall be applied to the bolts and nuts and the lid shall be securely tightened. 6. Hinges on the Type 4, 5 and 6 junction boxes shall be located on the side of the box, which is nearest to adjacent shoulder. Hinges shall allow the lid to open 180 degrees. 8-20.3(8) Wiring Section 8-20.3(8) is modified as follows: I (March 6, 2012 ******) The following is inserted between the 3rd and 4th paragraph of this section: City of Federal Way RFB# 15-001 201 Asphalt Overlay Project 151 2015 RFB ver. 1-08 I I Loop wires will be spliced to lead in wires at the junction box with an approved mastik tape, 3-M 06147 or equal, leaving 3 feet of loose wire. I Connectors will be copper and sized for the wire. Mastik splice material will be centered on the wire and folded up around both sides and joined at the top. Splice will then be worked from the center outward to the ends. The ends will be visible and fully sealed around the wire. The end of the lead-in cables shall have the sheathing removed 8 inches and shall be dressed external to the splice. 111 I (March 6, 2012 ******) The 8th paragraph of this section is deleted and replaced with the following: I Fused quick disconnect kits shall be of the SEC type or equivalent. Underground illumination splices shall be epoxy or underground service buss/lighting connector kits. Installation shall conform to details in the Standard Plans. 1 (March 6, 2012 ******) IThe 14th paragraph, items 1-4, of this section are deleted and replaced with the following: Field Wiring Chart(IMSA Standards) I 501 +Input 508 AC+Detectors 502 AC- 509 AC+12 Voles 503 AC+Lights 510 Remote-Flash 1 504 AC+Lights 511 Remote-All Red E 505 AC+Lights 512-520 Special 506 AC+Control 551-562 Interconnect 1 507 AC+Crosswalk 593-598 Rail Road Preemption Phases 1 2 3 4 5 6 7 8 A B ;a Emergency Orange (B+) ... 581 584 587 590 I Vehicle Yellow (Call) 582 585 588 591 a Preemption Blue (BB) 583 586 589 592 I Vehicle Red 611 621 631 641 651 661 671 681 691 601 Heads Orange 612 622 632 642 652 662 672 682 692 602 Green 613 623 633 643 653 663 673 683 693 603 I Black _ _ 614 624 634 644 654 .664 674 684 694 604 White 616 626 636 646 656 666 676 686 696 606 __(Common) I Pedestrian Red (Hand) 711 721 731 741 751 761 771 781 791 701._ Heads and Green (Man) 712 722 732 742 752 762 772 782 792 702_ PPB White (Common 716 726 736 746 756 766 776 786 796 706 I for Lights Orange 714 724 734 744 754 764 774 784 794 704 (Push button) I Black (Common 715 725 735 745 755 764 775 785 795 705 for Push button_) I City of Federal Way RFB#15-001 I 2015 Asphalt Overlay Project 152 2015 RFB ver. 1-08 1 Vehicle Lopp. 1 ..._.. _ 811 821 831 841 851 861 871 881 891 801 Detectors Loop 1 812 822 832 842 852 862 872 882 892 802 Loop 2 __.813 823 833 843 853 863 873 883 893 803 Loop 2 814 824 834 844 854 864 874 884 894 804 Loop 3 815 825 835 845 855 865 875 885 895 805 Loop 3 816 826 836 846 856 866 876 886 896 806 Loop 4 817 827.. 837 „.847 857 867 877 887 897 807 Loop 4 818 828 838 848 858 868 878 888 898 . 808 Vehicle Loop 1 911 921 931 941 951 961 971 981 991 901 Detectors/ Loop 1 912 922 932 942 952 962 972 982 992 902 I Count Loops Loop.2 ".._..._._. 913 923 933 943 953 963 973 983 993 903 Loop 2 914 924 934 944 954 964. 974 984 994 904 Loop 3 915 925 935 945. 955 965 975 985 995 905 I Loop 3 916 926 936 946 . 956 966 976 986 .996 906 Loop.4._._ _ .917 927 937 947 957 967 977 987 997 907 Loop 4 • 918 928 938 948 958 968 978 988 998 908 Section 8-20.3(8) is supplemented with the following: (March 6, 2012 ******) Cable entering cabinets shall be neatly bundled and wrapped. Each wire shall bear the circuit number and be thoroughly tested before being connected to the appropriate I terminal. Circuit conductors shall be standard copper wire in all conduit runs with size specified on the Plans. Conductors from luminaire bases to the luminaire fixture shall be minimum No. 14 AWG pole and bracket cable. Section 8-20.3(8) is supplemented with the following: I (March 13, 1995 WSDOT NWR) Wire Splices I All splices shall be made in the presence of the Engineer. (May 1, 2006 WSDOT NWR) I Illumination Circuit Splices Temporary splices shall be the heat shrink type. II 8-20.3(9) Bonding and Grounding t ) 9 9 Section 8-20.3(9) is supplemented with the following: (March.13, 2012 ******) I At points where shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. I Junction box lids and frames shall be grounded in accordance with Department of Labor and Industries standards, and shall be grounded so that the ground will not break when the lid is removed and laid on the ground next to the junction box. I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 153 2015 RFB ver. 1-08 All conduits which are not galvanized steel shall have bonding wires between junction boxes. t Ground rods shall be copper clad steel, 3/4-inch in diameter by 10-feet long, connections shall be made with termite welds. At points where wiring shields of shielded conductors are grounded, the shields shall be neatly wired and terminated on suitable grounding lugs. Section 8-20.3(9) is supplemented with the following: (August 21, 2006 WSDOT NWR) Junction Box Grounding Where shown in the Plans or where designated by the Engineer, the metal frame and lid of existing junction boxes shall be grounded to the existing equipment grounding system. The existing equipment grounding system shall be derived from the service serving the raceway system of which the existing junction box is a part. 8-20.3(14)C Induction Loop Vehicle Detectors Section 8-20.3(14)C is modified as follows: (December 18, 2009 ******) Items 2 and the last two sentences of Item 4 are deleted. (December 18, 2009 ******) I Item no. 5 of this section is deleted and replaced with the following: 5.) Each loop shall have 3 turns of loop wire. (December 18, 2009 ******) Item no. 11 of this section is deleted and replaced with the following: 11.) The detector loop sealant shall be a flexible traffic loop wire encapsulement. Encapsulement shall be designated to enable vehicular traffic to pass over the properly filled sawcut within five minutes after installation without cracking of material. The encapsulement shall form a surface skin allowing exposure to vehicular traffic within 30 minutes at 75 degrees F. and completely cure to a tough rubber-like consistency within two to seven days after installation. Properly installed and cured encapsulement shall exhibit resistance to defects of weather, vehicle abrasion, motor oil, gasoline, antifreeze solutions, brake fluid, deicing ' chemicals and salt normally encountered in such a manner that the performance of the vehicle detector loop wire is not adversely affected. ' Section 8-20.3(14)C is supplemented with the following: (January 31, 2012 ******) One-quarter-inch (1/4") saw cuts shall be cleared of debris with compressed air before installing three turns of loop wire. All detector loops shall be.5-foot-diameter circle with diagonal mini-cut corners (no 90 degree corners) of not more than 1-inch on the diagonal. From the loops to the junction box, the loop wires shall be twisted two turns per foot and labeled at the junction box in accordance with the loop schematics included in these Plans. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 154 2015 RFB ver. 1-08 I A 3/8-inch saw cut will be required for the twisted pair. No saw cut will be within 3 feet of any manhole or utility risers located in the street. Loops and lead-ins will not be installed in broken or fractured pavement. Where such pavement exists it will be replaced in kind with minimum 12-foot sections. Loops will also not be sawed across transverse joints in the I road. Loops to be placed in concrete will be located in full panels, a minimum 18 inches from any expansion joint. Existing Traffic Loops The Contractor shall notify the City of Federal Way Traffic Engineer a minimum of five working days in advance of pavement removal in the loop areas. The Contractor shall install I and maintain interim video detection until the permanent systems are in place. The interim video detection shall be operational simultaneously with decommission of the existing pavement loops. If the Engineer suspects that damage to any loop, not identified in the Plans as being replaced, may have resulted from Contractor's operations, the Engineer may order the Contractor to perform the field tests specified in Section 8 20.3(14)D. The test results shall II be recorded and submitted to the Engineer. Loops that fail any of these tests shall be replaced. Loops that fail the tests, as described above, and are replaced laced shall be installed in oops p accordance with current City of Federal Way design standards and Standard Plans, as determined by the Engineer. I If traffic signal loops that fail the tests, as described above, are not replaced and operational within 48 hours, the Contractor shall install and maintain interim video detection until the replacement loops are operational. The type of interim video detection furnished shall be approved by the Engineer prior to installation. 8-20.3(14)D Test for Induction Loops and Lead-in Cable 1 Section 8-20.3(14)D is supplemented with the following: (March 13, 2012 ******) I Test A -The resistance shall not exceed values calculated using the given formula. Resistance per 1000 ft of 14 AWG, R = 3.26 ohms/ 1000 ft I R = 3.26 x distance of lead-in cable (ft) 1000 ft Test B and Test C in this section are deleted and replaced with the following: Meggar readings of the detection wire to ground shall read 200 megohms at the amplifier connection. The 200 megohms or more shall be maintained after the splices are tested by submerging them in detergent water for at least 24 hours. The tests will be conducted with 1 County personnel at the request of the Contractor. All costs incurred to meet this minimum standard will be the responsibility of the Contractor. Section 8-20.3(14)D is supplemented with the following: PP 9 (October 5, 2009 WSDOT NWR) I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 155 2015 RFB ver. 1-08 Existing Lead-in Cable Test When new Induction loops are scheduled to be installed and spliced to an existing two- conductor shielded detector lead-in cable, the Contractor shall perform the following: 1. Disconnect the existing detector lead-in cable in the controller cabinet and at the loop splice. 2. Megger test both detector lead-in cable conductors. A resistance reading of less than 100-megohms is considered a failure. 3. Detector lead-in cables that fail the test shall be replaced and then retested. 4. After final testing of the detector lead-in cable, the loop installation shall be completed and the loop system tested according to Tests A, C and D. 5. Connect the detector lead-in cables in the controller cabinet. (October 5, 2009 WSDOT NWR) Existing Loop Test When two-conductor shielded detector lead-in cable is scheduled to be installed and spliced to an existing loop, the Contractor shall perform the following: 1. Disconnect the existing loop from the detector lead-in splice. 2. Megger test the existing loop wire. A resistance reading of less than 100-megohms is considered a failure. 3. Loops that fail the test shall be replaced and then retested. 4. After the final testing of the loops, the detector lead-in cable installation shall be completed and the loop system tested according to Tests A, C and D. 8-20.4 Measurement aSection 8-20.4 is supplemented with the following: Detector loops of the type and size shown in the plans will be measured per each. i8-20.5 Payment Section 8-20.5 is supplemented with the following: "Detector Loop", per each. The unit contract price for "Detector Loop" shall be full compensation for full and complete installation including wire, sealant and all other labor, materials, tools and equipment required to complete the installation in accordance with the Plans, specifications, and Standard Plans. The unit price shall also include providing and installing loop home runs, conduit stub-outs, and 1 soldered splices. Sawcutting shall be considered incidental to the loop installation. Payment shall not be made for this item until the loop is fully functional as determined by the Engineer. SECTION 8-22, PAVEMENT MARKING 8-22.1 Description Section 8-22.1 is supplemented with the following: (December 18, 2009 ******) This work shall consist of furnishing and placing pavement markings upon the roadway surface for delineation at the locations shown on the Plans in accordance with WSDOT Standard Plan M-20.20-01, or as directed by the Engineer. All permanent pavement markings must be placed no later than seven (7) calendar days after the final lift of paving I is completed, except 90-mil methyl methacrylate materials, which must be placed not later than twenty-one (21) calendar days after the final lift of paving is completed. City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 156 2015 RFB ver. 1-08 8-22.2 Materials Section 8-22.2 Sentence #3 is deleted and replaced with the following: (October 23, 2014******) Glass beads for Type A plastic shall be as recommended by the manufacturer. Section 8-22.2 is supplemented with the following: G(October 23, 2014 ******) lass beads for Type D plastic and Bonded Core Elements shall be as shown in Section 9- 34.4. 8-22.3 Construction Requirements 8-22.3(3)E Installation Section 8-22.3(3)E is supplemented with the following: (March 13, 2012 ******) , Methyl Methacrylate Pavement Markings The material must be applied using a two-part process in a single pass. The first process consists of spraying of catalyzed material to form a solid continuous baseline. The second process consists of extruding a curtain of catalyzed material onto a rotating spindle to create the structure or agglomerates. The structure is applied on top of the baseline prior to the application of reflective media. I Profiled methyl methacrylate lines shall be installed per WSDOT Standard Plan M20.20-01. 8-22.3(3)G Glass Beads I Section 8-22.3(3)G is supplemented with the following: (March 13, 2012******) I Methyl Methacrylate Pavement Markings Glass beads shall be applied at a rate of eight (8) to ten (10) pounds per one hundred square feet. Bonded core elements shall be applied at a rate of ten (10) grams per four (4) inch wide by one (1) linear foot of marking. 8-22.3(6) Removal of Pavement Markings Section 8-22.3(6) is supplemented with the following: I (******) All pavement markings, including, but not limited to: paint, lane markers, traffic buttons, plastic markings, and adhesive residue shall be removed prior to overlay. This work shall be incidental to other bid items of the contract, and no separate payment will be made. 8-22.5 Payment Section 8-22.5 is deleted and replaced with the following: (December 13, 2012 ******) Payment will be made in accordance with Section 1-04.1 for each of the following Bid Items: "Paint Linen, per linear foot. "Profiled Plastic Line"; per linear foot. I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 157 2015 RFB ver. 1-08 I "Profiled Plastic Wide Line", per linear foot. "Profiled Plastic Dotted Wide Line", per liner foot. "Plastic Crosswalk Line", per linear foot. "Plastic Stop Line", per linear foot. "Plastic Traffic Arrow", per each. "Plastic Letter per each. "Plastic Yield Ahead Symbol", per each. The lump sum bid price in the Proposal will be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to removing all types of markings and disposing of offsite. 8-23 TEMPORARY PAVEMENT MARKINGS ISection 8-23 is supplemented with the following: All costs in connection with the use of reflective traffic tape as temporary pavement markings shall be incidental to other bid items. All costs for paint lines and reflective pavement markers used for temporary traffic control shall be paid under other bid items. Temporary Pavement Markings Temporary pavement markings shall be installed and maintained by the Contractor whenever permanent pavement markings are included in the Contract and traffic is released onto public streets or roadways prior to installation of permanent pavement markings. The Contractor shall perform preliminary layout work to the satisfaction of the Engineer prior to installation of the temporary pavement markings. The temporary pavement markings shall be installed and maintained to the satisfaction of the Engineer until the permanent pavement markings are installed and approved in writing by the Engineer. After approval of permanent lane markings, the Contractor shall remove the temporary lane markings to the satisfaction of the Engineer. IAppropriately colored 4-inch-wide reflective traffic tape shall be installed with a skip pattern based on a 10-foot unit consisting of a 1 foot line of tape and a 9-foot gap, unless otherwise specified on the Plans or in the Special Provisions for this Contract. Reflective traffic tape markings shall generally follow the alignment for the permanent pavement markings and double lines shall be used when specified for the permanent pavement markings. Reflective tape shall not be used when the temporary pavement markings are to be exposed to traffic for more than I2 weeks without the written approval of the Engineer. The Contractor shall provide paint lines per Sections 8-22 and 9-34, and RPMs per Sections 8-09. .and 9-21, at the direction of the Engineer for temporary pavement markings for construction staging. Paint lines shall be provided for temporary pavement markings for any conditions not applicable for reflective tape. Paint lines and RPMs for temporary pavement markings shall be paid under"Paint Line"and "Raised Pavement Marker Type 2': Temporary pavement marking shall be per Section 5-04.3(17) of these Special Provisions. 8-30 CONSTRUCTION IDENTIFICATION SIGNS ' (******) Two (2) working days prior to the commencement of work, the Contractor shall furnish and erect two (2) Construction Identification Signs. The signs will be portable and placed at locations determined by the Engineer, to correspond to the areas in which the majority of work City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 158 2015 RFB ver. 1-08 1 is being done, at that time. The signs shall be made from 3/4-inch exterior grade plywood and I conform to the Standard Plans in Appendix B. The signs shall be erected on suitable wooden posts and be maintained by the Contractor in a neat and presentable condition throughout the progress of the work. At project completion these signs shall be given to the Owner. I 8-30.2 Payment All costs in connection with the furnishing, erection, maintaining, and removal of the signs shall be considered incidental to and included in the cost for the project and no separate payment shall be made for this item. 8-31 PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) t * The PCMS shall meet the requirements of the MUTCD and the following: 1. Back-lighted split-flap , 2. Fiber optic/shutter 3. Light emitting diode 4. Light emitting diode/shutter 5. Flip disk Regardless of the technology, the PCMS shall meet the following general requirements: i 1. Be light emitting and must rely solely on reflected light. 2. Be solar powered. 3. Have a display consisting of individually controlled pixels no larger than 2-1/2 inch by , 2-1/2 inch. If the display is composed of individual character modules, the space between modules must be minimized so alphanumeric characters.of any size specified • below can be displayed at any location within the matrix. 4. When activated, the pixels shall display a yellow or orange image. When not • activated, the pixels shall display a flat black image that matches the background of the sign face. 5. Be capable of displaying alphanumeric characters that are a minimum of 18-inches in II height. The width of alphanumeric characters shall be appropriate for the font. The PCMS shall be capable of displaying three lines of eight characters per line with a minimum of one pixel separation between each line. I 6. The PCMS message, using 18-inch characters, shall be legible by a person with 20/20 corrected vision from a distance of not less than 800 feet centered on an axis perpendicular to the sign face. 7. The sign display shall be covered by a stable, impact resistant polycarbonate face. The sign face shall be non-glare from all angles and shall not degrade due to exposure to ultraviolet light. 1 City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 159 2015 RFB ver. 1-08 I 1 8. Be capable of simultaneously activating all pixels for the purpose of pixel diagnostics. Any sign that employs flip disk or shutter technology shall be programmable to activate the disk/shutters once a day to clean the electrical components. This feature Ishall not occur when the sign is displaying an active message. 9. The light source shall be energized only when the sign is displaying an active message. 10. Be equipped with a redundant light source such that the sign will continue to emit light if one of the light sources fails. IThe PCMS panels and related equipment shall be permanently mounted on a trailer with all controls and power generating equipment. The PCMS shall be operated by an easy to use controller that provides the following functions: 1. Select any preprogrammed message by entering a code. 2. Sequence the display of at least five messages. 3. Blank the sign. 4. Program new message,which may include moving arrows and chevrons. 5. Mirror the message currently being displayed or programmed. IPortable changeable message sign(s) shall be available, on site, for the life of the project. The Contractor shall operate the PCMS in accordance with the approved traffic control plans or as directed by the Engineer. The PCMS shall not be used in lieu of sequential arrow signs. 8-31.1 Measurement Portable Changeable Message Signs will be measured per day used on the project. The days of operation will be determined by the Engineer. Any days of operation in excess of those determined by the Engineer will be at the Contractors expense. 8-31.2 Payment IThe unit contract price for the portable changeable message signs shall include all costs for furnishing the PCMS, transporting the PCMS to and from each project site, and maintaining the PCMS, and shall be incidental to the following: "Portable Changeable Message Sign", per day. The cost for relocation of the PCMS within each project limit will be paid in accordance with 1- 10.3(1). I8-32 ASPHALT CONCRETE SPEED HUMP (******) 8-32.1 Description The work shall consist of constructing asphalt concrete speed humps with associated pavement striping per City of Federal Way Detail DWG No. 3-26. City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 160 2015 RFB ver. 1-08 8-32.2 Materials Asphalt concrete for speed humps shall be HMA Class 1" PG 64-22 meeting.the requirements 5-04 1 of Section 504 of the Standard Specifications. Pavement marking materials shall be white P 9 plastic meeting the requirements of Section 8-22.2 of the Standard Specifications. Raised pavement markers should be Type 2 YY and Type 2W meeting the requirements of I Section 8-09.2 of the Standard Specifications. 8-32.3 Construction Requirements , The various materials shall be installed as noted on the plan detail. 8-32.4 Measurement i Measurement will be per each where a speed hump and associated pavement markings are installed. , 8-32.5 Payment "Speed Hump, Complete", per each. Pe P, P The unit bid price per each proposal will be full compensation for the cost of all tools, labor, equipment, and materials necessary or incidental to provide and install the asphalt concrete speed hump and pavement markings. * * I 8-33 ASPHALT CONCRETE RAISED CROSSWALK 8-33.1 Description ' The work shall consist of constructing asphalt concrete raised crosswalk with associated pavement striping per City of Federal Way Detail DWG No. 3-27. 1 8-33.2 Materials Asphalt concrete for raised crosswalk shall be HMA Class 1/2" PG 64-22 meeting the , requirements of Section 5-04 of the Standard Specifications. Pavement marking materials shall be white plastic meeting the req uirements of Section 8-22.2 of the Standard Specifications. Raised pavement markers should be Type 2 YY and Type 2W meeting the requirements of Section 8-09.2 of the Standard Specifications. 8-33.3 Construction Requirements I The various materials shall be installed as noted on the plan detail. 8-33.4 Measurement Measurement will be per each where a raised crosswalk and associated pavement markings are 1 installed. 8-33.5 Payment I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 161 2015 I RFB ver. 1-08 I "Raised Crosswalk, Complete n, per each. The unit bid price per each proposal will be full compensation for the cost of all tools, labor, equipment, and materials necessary or incidental to provide and install the asphalt concrete raised crosswalk and pavement markings. END OF DIVISION 8 1 I 1 I I 1 1 1 t 1 i I City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 162 2015 RFB ver. 1-08 I DIVISION 9 MATERIALS 9-03 AGGREGATES I 9-03.8(3)B Gradation-Recyded Asphalt Pavement and Mineral Aggregate I Delete the reference to Section 9-03.8(6) in the paragraph of Section 9-03.8(3)B. 9-03.8(6) HMA Proportion of Materials I Add the following paragraph: For the determination of a Project Mix Design, the Contractor shall submit to the Engineer's representative samples of the various aggregates to be used along with the gradation data showing stockpile averages and variation of the aggregate produced along with proposed combining ratios and average gradation of the completed mix. The initial asphalt content shall be determined by the Engineer from the aggregates and data provided. SECTION 9-1 8, PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB (December 12, 2012 ******) 9-18.3 Vacant Section 9-18.3 is deleted and replaced with the following: 9-18.3 Block Traffic Curb 1 In construction of the block traffic curb, the Contractor shall have the option of using either I length block shown in the plans, provided the same length block is used throughout the entire project. The curb units shall be made from portland cement and high quality sand and gravel, the proportions of which will be left to the discretion of the producer as long as the unit develops a minimum compressive strength of 1,600 psi at 28 days when tested for end loading. The proportions of sand, gravel, and cement, the type of forms used, and the method of compacting the concrete in the forms shall all be such that as dense, smooth, and uniform a surface as is practicable for a concrete masonry unit is obtained on the finished curb units. The faces that are to be exposed shall be free from chips, cracks, air holes, honeycomb, or other imperfections except that if not more than 5 percent of the curb units contain slight cracks, small chips not larger than 1/2 inch, or air holes not more than 1/2 inch in diameter or depth, this shall not be deemed grounds for rejection. The units used in any contiguous line of curb shall have approximately the same color and surface characteristics. SECTION 9-21, RAISED PAVEMENT MARKERS (RPM) , 9-21.2(1) Physical Properties Section 9-21.2(1) is supplemented with the following: 1 (March 13, 2012 ******) Type 2 raised pavement markers shall NOT be ceramic. I City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 163 2015 RFB ver. 1-08 SECTION 9-28, SIGNING MATERIALS AND FABRICATION 9-28.1 General Paragraph three is deleted and replaced with the following: All regulatory (R series), school (S series), warning signs (W and X series), except for parking regulation and parking prohibition signing, shall be constructed with Encapsulated Lens Reflective Sheeting in accordance with Section 9-28.8 of the Standard Specifications. This sheeting has a retro reflection rating of 250 candales/foot candle/square foot for white-silver sheeting with a divergence angle of 0.2 degrees and an incidence angle of minus 4 degrees. This high intensity sheeting shall be Type III sheeting or greater. All street name (D-3) sign sheeting shall meet this specification. All overhead signing shall meet the specifications of Prismatic Lens Reflective Sheeting. This sheeting has a minimum retro reflection rating of 800 candelas/foot candle/square foot for white-silver sheeting with a divergence angle of 0.2 degrees and an incidence angle of minus 4 degrees. This diamond grade sheeting shall be Type IX sheeting or greater. This standard applies to all signs mounted above the roadway, on span wire or i signal mast arms. Motorist information and parking signing shall be constructed with Engineer Grade Sheeting in accordance with Section 9-28.6 of the Standard Specifications. This sheeting has a minimum retro reflection rating of 70 candelas/foot candle/square foot for white-silver sheeting with divergence angle of 0.2 degrees and an incidence of minus 4 degrees. This Engineering Grade sheeting shall be Type I sheeting or greater. These signs include guide signing (D series—except D-3), corporate limit signing (I series), and motorist information signing (K series). The reflectivity standard of supplemental plates shall match that of the primary sign. 9-28.8 Sheet Aluminum Signs ISection 9-28.8 is supplemented with the following: All permanent signs shall be constructed from aluminum sign blanks unless otherwise approved by the Engineer. Sign-blank minimum thicknesses based on maximum dimensions, shall be as follows: Maximum Dimension Blank Thickness 1 Less than 30 inches 0.080 inches Greater than 30 inches, less than 48 inches 0.100 inches Greater than 48 inches 0.125 inches All D-3 street-name signs shall be constructed with 0.100-inch-thick blanks. The Contractor shall install permanent signs which meet or exceed the minimum reflectivity standards. All I I sign face sheeting shall be applied to sign blanks with pressure sensitive adhesives. 9-28.9 Fiberglass Reinforced Plastic Signs Section 9-28.9 is deleted in its entirety. 9-28.14 Sign Support Structures Section 9-28.14 is supplemented with the following: City of Federal Way RFB#15-001 ' 2015 Asphalt Overlay Project 164 2015 RFB ver. 1-08 • Unless otherwise noted on the plans or approved by the engineer, all sign posts shall be timber sign posts. 9-28.14(1) limber Sign Posts Section 9-28.14(1) is supplemented with the following: All ground-mounted signposts shall use pressure treated hem-fir wood posts unless I otherwise approved by the Engineer. All wood posts shall be buried a minimum of 30 inches below the finished ground line. Post backfill shall be compacted at several levels to minimize settling. All posts shall be two-way plumb. I 9-28.14(2) Steel Structures and Posts Section 9-28.14(2) is supplemented with the following: I Unless otherwise noted on the plans or approved by the Engineer, all sign posts shall be timber sign posts. I Approved Manufacturers for Steel Sign Supports The Standard Plans list several steel sign support types. These supports are patented ,III devices and many are sole-source. All of the sign support types listed below are acceptable when shown in the plans. Steel Sign Support Type Manufacturer 1 Type TP-A&TP-B Transpo Industries, Inc. Type PL, PL-T&PL-U Northwest Pipe Co. Type AS Transpo Industries, Inc. Type AP Transpo Industries, Inc. Type ST 1, ST 2, ST 3, &ST 4 Ultimate Highway Products, Allied Tube &Conduit, Inc. Northwest Pipe, Inc. Type SB-1, SB-2, &SB-3 Ultimate Highway Products, Xcessories Squared Development and Manufacturing Incorporated. SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL 9-29.3(2)F Detector Loop Wire Section 9-29.3(2)F is deleted and replaced with the following: ' (October 5, 2009 WSDOT NWR) Detector Loop Wire Detector loop wire shall use 14 AWG stranded copper conductors, and shall conform to IMSA Specification 51-7, with cross-linked polyethylene (XLPE) insulation encased in a polyethylene outer jacket(PE tube). 1 9-29.3(2)H Three-Conductor Shielded Cable Section 9-29.3(2)H is supplemented with the following: (March 13, 2012 ******) 1 City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 165 2015 RFB ver. 1-08 1 Lead-in cable back to the controller for Opticom units shall be 3-M detector 138 cable or equivalent. I 9-29.5 Vacant Section 9-29.5 is deleted and replaced with the following: (May 31, 2012 ******) 1 9-29.19 Pedestrian Push Buttons Section 9-29.19 is deleted and replaced with the following: 1 (August 1, 2012 ******) The Contractor shall provide and install accessible pedestrian pushbuttons and signs, as shown on the Plans. The position of the pedestrian pushbuttons shall be located in a manner such that the tactile arrow is aligned parallel to the direction of travel for the crosswalk which the pushbutton is intended to serve; however final positioning for the optimum effectiveness shall be approved by the Engineer. Accessible Pedestrian.Pushbutton Iunits shall be Campbell Company Model Advisor Guide Accessible Pedestrian Station (AGPS) or approved equal and shall meet the following requirements: IPushbuttons shall be mounted to the poles by means of stainless steel bolts. All mountings shall be securely fastened as approved by the Engineer. I The sign legend to be used shall be sign designation R10-3e and shall be nine (9) inches by fifteen (15) inches. All mounting bolts shall be non-corrosive stainless steel. The pedestrian pushbutton housing shall be aluminum and shall be painted black. Unit(s) shall operate at a temperature range of-35C to 85C. Power requirements shall be 120 VAC, 60 Hz (100 ma, typical +/- 20%). ' Pedestrian indicators shall include an audible speaker, call confirmation LED and vibrotactile arrow. The audible speaker shall be programmable to have a button locator tone, 1 acknowledgement tone/message, walk cycle tone/message and clearance tone/message, The unit(s) shall have automatic volume controls for message strength over ambient noise levels. The walk tone/message shall be programmable to stop with the walk signal or other user settable time. The unit(s) shall be user settable for Accessible Pedestrian Signal (APS) message initiation with an extended press or on call. The call confirmation LED shall be red with 160 degree view ability and once activated shall ' remain illuminated until the corresponding walk indication is given. An audible acknowledgement message of "WAIT" shall accompany each activation of the call Iconfirmation LED. The locator tone shall be active for a time of 0.15 seconds or less and shall repeat at 1 second intervals. The locator tone shall be intensity responsive to ambient sound and be audible from six (6) feet to twelve (12) feet from the pushbutton with a maximum of 5 dBA louder than ambient sound. IA walk cycle audible message shall be set for each pushbutton unit and shall be patterned after the model: "Broadway. Walk sign is on to cross Broadway." The walk cycle message shall be intensity responsive to ambient sound with a volume 5 dBA above ambient sound City of Federal Way RFB# 15-001 2015 Asphalt Overlay Project 166 2015 RFB ver. 1-08 • 1 up to a maximum volume of 100 dBA. The walk cycle message shall be audible from the I beginning of the associated crosswalk during the walk interval only. The vibrotactile arrow shall be located on the pushbutton and shall have high visibility I contrast of either light on dark or dark on light. The pushbutton units shall be installed in a manner such that the vibrotactile arrow is aligned parallel to the direction of travel for the crosswalk which the pushbutton is intended to serve. The vibrotactile arrow shall activate I with the walk cycle. 9-29.20 Pedestrian Signals Section 9-29.20 is supplemented with the following: (December 12, 2011) The symbol message modules shall plug directly into the transformer or be solid-state modules. Side mountings shall be clamshell mountings Type "E," as shown on WSDOT Standard I Plan J-20.16-00 unless otherwise noted on The Plans. All terminal compartments shall be painted in the same manner as specified for signal housings. All pedestrian head mounting I bolts shall be noncorrosive stainless steel. Where pedestrian signal heads are to be fastened to the vehicle signal pole, the Contractor shall securely attach the damshell mounting to the pole using stainless steel Allen-head bolts. I Pedestrian display housings shall have a minimum depth capable of accommodating a Campbell Advisor Pedestrian Pushbutton Controller in the rear of the housing. • 9-29.20(1) LED Pedestrian Displays Section 9-29.20(1) is modified as follows: ' Section 9-29.20(1), Paragraph 1, Items la, ib, ic, le, if, ig and ih are deleted. (March 6, 2012 ******) Section 9-29.20(1) is supplemented with the following: (December 18, 2009 ******) Pedestrian signals shall be LED Countdown units as manufactured by Dialite Corporation or approved equal per the specifications included in the appendices of these Special Provisions. All pedestrian signal displays shall be the light emitting diode (LED) type with displays for P� 9 9 9 "HAND", "MAN" and a countdown timer. Each LED pedestrian signal module shall not require special tools for installation. The installation of an LED pedestrian module shall not I require any modification to the housing. Each LED pedestrian module shall be a single, self- contained device, not requiring any on-site assembly for installation into any pedestrian signal housing. The power supply for the LED pedestrian module may be packaged as a I separate module. All pedestrian "HAND" modules and countdown timer display modules shall be Portland Orange and shall conform to current ITE Standards for size, chromaticity, and intensity. LED pedestrian "HAND" modules shall be manufactured with a matrix of AlInGaP LED light sources. All pedestrian walking "MAN" modules shall be Lunar White and shall conform to City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 167 2015 RFB ver. 1-08 1 I current ITE Standards for size, chromaticity, and intensity. LED pedestrian walking "MAN" modules shall be manufactured with a matrix of InGaN LED light sources. The"HAND"and walking "MAN" message-bearing surfaces shall be filled (not outline) symbols. The LED pedestrian modules shall be operationally compatible with controller and conflict monitors on this Project. The LED pedestrian module shall be rated for use in the ambient operating temperature range of minus 40 degrees C to 74 degrees C. Each LED pedestrian module shall be protected against dust and moisture intrusion per the NEMA Moisture Resistance STD 250- 1991 for Type 4 enclosures to protect all internal components. The assembly, ' manufacturing, and mounting of the LED pedestrian module shall be designed to assure all internal LED and electronic components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. The manufacturer's name, trademark, serial number, and other necessary identification shall be permanently marked on the backside of the LED pedestrian module. LED signal pedestrian modules used on this I Project shall be from the same manufacturer. A label shall be provided on the LED housing, and the Contractor shall mark the label with a permanent marker to note the installation date. LER pedestrian modules shall operate at a maximum power consumption of 15W. Each LED pedestrian module shall be operated from a 60 plus 3-Hz AC line over a range of 80 VAC to 135 VAC. Nominal operating voltage for all measurements shall be 120 plus 3 volts rms. The LED circuitry shall prevent flicker at less than 100 Hz over the voltage range specified e try p 9 9 � above. Fluctuations in the line voltage specified above shall not affect luminous intensity by more than plus 10 percent. The signal module on-board noise transients and low-repetition ' high-energy transients shall be as stated in Section 2.1.6, NEMA Standard TS-2, 1992. The individual LED light sources shall be wired so that catastrophic failure of any one LED light source will result in the loss of not more than 20 percent of the signal module light sources. LED pedestrian signal modules shall provide a power factor of 0.90, or greater, when operated at nominal operating voltage, and 25 degrees C. Total harmonic distortion induced into an AC power line by an LED pedestrian module shall not exceed 20 percent. Each LED ' pedestrian module and associated onboard circuitry shall meet Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electrical noise. Two secured, color-coded, 600V, 20AWG minimum, jacketed wires, conforming to the National Electric Code, rated for service at 105 degrees C, are to be provided for electrical connection. LED signals shall show no evidence of illumination for input voltages below 35 volts. LED signals shall supply illumination current (unregulated) for all input voltages higher than 45 volts (and conform to appropriate intensity requirements specified above 80 volts). The manufacturer shall provide a written warranty against defects in materials and workmanship for the LED signal modules for a period of 60 months and against loss of intensity below 50 percent of original values for a period of 36 months after installation of the modules. All warranty documentation shall be given to the Engineer prior to installation. SECTION 9-34, PAVEMENT MARKING MATERIAL 9-34.3(4) Type D—Liquid Cold Applied Methyl Methacrylate Section 9-34.3(4)is supplemented with the following: City of Federal Way RFB#15-001 ' 2015 Asphalt Overlay Project 168 2015 RFB ver. 1-08 (March 13, 2012 ******) The methyl methacrylate (MMA) material shall be formulated as a long-life durable pavement marking system capable of providing a minimum of two years of continuous ' performance. The material shall be a catalyzed methyl methacrylate (MMA), wet-continuous reflective product and placed shall have a dry time (cure) to the touch of no more than 30 minutes. The material shall be capable of retaining reflective glass beads and ceramic micro-crystalline elements of the drop-on or spray-on type as specified by the manufacturer. The binder shall be lead free and suitable for bituminous and concrete pavements. 9-34.4 Glass Beads for Pavement Marking Materials I Section 9-34.4 is supplemented with the following: (March 13, 2012 ******) Methyl Methacrylate Pavement Markings Optics Glass Beads I Surface-drop glass beads shall be the"Utah Blend"with a Methacrylate compatible coupling agent approved by the material manufacturer. I Glass beads shall be applied at a rate of eight (8) to ten (10) pounds per one hundred square feet. ' Bonded Core Elements Surface-drop ceramic elements shall be the Series 50M or 70M with a Methacrylate compatible coupling agent approved by the material manufacturer. Elements shall meet or I exceed a minimum initial value of 150 mcd for white and 125 mcd for yellow per ASTM 2176. reflective elements shall contain either clear or yellow tinted The bonded core e Y microcrystalline ceramic beads bonded to the opacified core. These elements shall not be manufactured using lead, chromate or arsenic. All "dry-performing" microcrystalline ceramic I beads bonded to the core shall have a minimum index of refraction of 1.8 when tested using the liquid oil immersion method. All "wet performing" microcrystalline ceramic beads bonded to the core shall have a minimum index of refraction of 2.30 when tested using the I liquid oil immersion method. There are two gradations for the bonded core elements, standard size and "S" series. "S series is a slightly finer gradation of elements compared to standard. Element Gradations ' Mass Percent Passing (ASTM D1214) US Mesh Micron Standard Elements "S"Series 12 1700 80-100 85-100 14 1410 45-80 70-96 16 1180 5-40 50-90 18 1000 0-20 5-60 20 850 0-7 0-25 30 600 0-7 1 City of Federal Way RFB#15-001 2015 Asphalt Overlay Project 169 2015 RFB ver. 1-08 1 I supplied by the manufacturer shall show A sample of bonded core reflective elements supp y resistance to corrosion of their surface after exposure to a 1% solution (by weight) of sulfuric acid. The 1% acid solution shall be made by adding 5.7 cc of concentrated acid into 1000cc of distilled water. CAUTION: Always add the concentrated acid into the water, not the reverse. The bonded core elements are surface treated to optimize embedment and adhesion to the MMA binder. Elements treated for use with MMA shall have identification on packaging or Ilabel to indicate use with the MMA binder. Bonded core elements shall be applied at a rate of ten (10) grams per four (4) inch wide by one (1) linear foot of marking. Reflectance ' Typical initial retro reflectance values are shown in the Table below. Typical retro reflectivity is averaged over many readings. Minimum Retro reflectivity results represent average performance for smooth pavement surfaces. Values represent both standard and "S" Series elements. Results may vary due to differences in pavement type and surface roughness. I Increased element drop rate may be necessary to compensate for increased surface area characteristic of rough pavement surfaces. The initial retro reflectance of a single installation shall be the average value determined by the measurement procedures outlined in ASTM E 1710, using a 30-meter (98.4 feet) retro-reflectometer. RL shall be expressed in units of millicandelas per square foot per foot-candle [mcd(ft-2)(fc-1)]. The optics incorporated into the pavement marking system shall be tested and certified by an independent laboratory to meet ASTM E2177 for wet-recovery and ASTM E2176 for wet- Icontinuous performance levels. The avement marking system installed shall meet a minimum Dry reflectance value of 700 P 9 sY MCD/M2/LX for white pavement markings and 500 MCD/M2/LX for yellow pavement ' markings and wet-recovery (as described by ASTM 2177) reflectance value of 375 MCD/M2/LX for white pavement markings and 280 MCD/M2/LX for yellow pavement markings, and wet-continuous (as described by ASTM 2176 testing) reflectance values of I , 150 MCD/M2/LX for white pavement markings and 125 MCD/M2/LX for yellow pavement markings as measured with a 30 meter device approved by the Traffic Engineering Division (TED). 1 The Contractor will be required to take and record readings every 500 feet utilizing a 30 meter device approved by the Traffic Engineering Division. These readings shall be recorded on the daily report and submitted to the project engineer at the end of each work day or shift. ' Minimum Initial Retro Reflectance Values White Yellow Dry (ASTM E1710) 700 500 Wet recovery (ASTM E2177) 375 280 Wet continuous (ASTM E2176) 150 125 END OF DIVISION 9 City of Federal Way RFB#15-001 ' 2015 Asphalt Overlay Project 170 2015 RFB ver. 1-08 APPENDIX A ' STANDARD PLANS AND DETAILS 1 1 1 1 1 I I o „` _ H O N O Int-air In� —.i .— J ry d� ID 1 UP us lig g 3 m 0 s; ri a-K L.,6-)1 o�N N 7 / vo c 1 Q I O a I Cr d' O H 1 _ F-- W J U < r Ing- J W ON f ^ W 0 I a < So n v / W N X 0 1Ia Vapwa o -- Z V) - I (/'1 M W 1 Oa Q W W< CO Z - CL Xrt5 U a �CC 0 raj W mWZ a 0 In H Y w W /��// L'` W O i o IL L p m LL u y1j a N U i7 W V) g' N O O G 3 T! Y- a 3 ~ 2 ; b. F V/ 3 F ili iS to B. N• W M_ V'.. 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O 1 �i /('11 3OVtle jiJh\r �mQU gm\yd/ K LL K rQW re ox ill VZ c'ab Z . :a(ME) ° mcai M LL I $ I a. fOw mm WWm� a a��(,� m"< m < R JWU' Q�Q �W2 / j0 oaz I Ij m 2 W ___ .__ (T)c-4--*!Town Nkl3d :A9 NMVlia I I Cement Conc. Barrier Curb See Detail A, below (Typ.) (TYP.) I 6' -11, 6' Ramp �{ 3'TShiner I Saw cut 'Match Line' ( Yp•) T Sidewalk 1 2:1 I CN1 1 1 2:1 1 Sidewalk I00000000000000000 p� ,`,re4 00000000000000000000000000000000 2' ,i,`�,i Planter Plante 1 .iM--i 000000000.0000000 ,.�!`4,.° I Curb/Gutter Curb/Gutter - Dummy Joint DETECTABLE WARNING Center of PATTERN (SEE DETAIL) Dummy Joint Wheel Chair Ramp Ias Marked in Field. 18' Min. 25' Max. I 1 Cement Conc. 0.35' ± Barrier Curb 7:77/0•0„._ I oo. � �� %��/ DETECTABLE WARNING Top of Curb Flush - with Outside Edge ��� PATTERN (SEE DETAIL) 3 . of Sidewalk 5 1/2" R= 1" R= 1/2" ' DETECTABLE WARNING NOTE: CONCRETE PATTERN AREA SHALL BE A 7 B A R R R I E R CURB TO BE YELLOW,.SPEC. -1ANCE-at B I ' 1 ONLY USED IN RAMPS 16 WITH STD.SPEC.8-14.3(3) ! 1 4-, © NOTED IN PLANS AS A I t B TYPE 2. TYPE 1 RAMPS MIN. MAX. ±- A , 8" 23,8^ ARE IDENTICAL TO I► 111.-I 7 3/4" I S,8° 1/2" PLAN TYPE 2 , EXCEPT THEY Detail A - C 7„8” 3/4" C I C D „8. ,,,,6„ "" I DO NOT INCLUDE THE Concrete I Li�.1_2_� — BARRIER CURB. Barrier Curb ELEVATION I DETECTABLE WARNING PATTERN DETAIL � PUBLIC WORKS CURBRAMP WITH SIDEWALK AND PLANTER DWG. NO. I Fame DEPARTMENT I Cement Conc. Barrier Curb See Detail A, below (TYP.) (TYP.) (TYP.) 6' 6' Ram� _ 4„ I 3"Shiner (TYP.) "Western Groove" (TYP-) Saw cut 'Match Line' I 1 2:1 N 12:1 _ I (TYp•) Sidewalk 00000000000000000 Sidewalk I 00000000000000000 00000000000000000 2' 00000000000 00000 Curb/Gutter Curb/Gutter I Dummy Joint t Distance will vary I Center of Dummy Joint (TYP.) Wheel Chair Ramp PATTERN (SEE ETAIL)G I as Marked in Field. 18' Min. _ 25' Max. I Cement Conc. 0.35' ± I Barrier Curb _....00 71111111111111110„. ■411101 I I I I I i_ I 47-- in. �► _ DETECTABLE WARNING Top of Curb Flush PATTERN (SEE DETAIL) with Outside Edge of Sidewalk —5 1/2" R= 1" R= 1/2" 1 NOTE: CONCRETE I DETECTABLE WARNING BARRRIER CURB TO BE PATTERN AREA SHALL BE A RAMP YELLOW,IN COMPLIANCE \ B I ONLY USED IN RAMPS 16" WITH STD.SPEC.8-14.3(3) I -- `T1 - `IJ l ©_ NOTED IN PLANS AS A JB TYPE 2. TYPE 1 RAMPS MIN- MAX s-{�3o. ---{ © ARE IDENTICAL TO I I 7 3/4" A 1 518" 2 318" T I B 5/8" „ " PLAN TYPE 2 , EXCEPT THEY A - C 7/16" 3/4" f C DO NOT INCLUDE THE ConGCllrete 7/8" ""6 i BARRIER CURB. 1.� fi Barrier Curb I ELEVATION DETECTABLE WARNING I PATTERN DETAIL � .c . PUBLIC WORKS CURBRAMP WITH SIDEWALK (No Planter) DWG. NO.way DEPARTMENT • r I Z0, M I .0 I I I x a. n Z n d4 83 U Z rp W *Al K 2 r3 w2 ,' _ _I_ _.. ' U U NQ I y� Z gam; �� Wti W Z� i...._, Co, I ,' ( O 4.7 r Ng VI X1 4 I i I I m .. 0 0 WO Z II I i � ow I i a = 41 eaa t in w' Q I I " ,+ < gm ma ON O 1 �<.: V I _ _ - - K WW 2J_ F -WF 0 / ,i _ZW yW 2 Z UUN O rus a W �2W \ aUN =3 � 1 to H WT Q' 1 Wga U``s LAO VA S UO U LAO M I W N w f N LNY o Z M U 1 I53NIYA 53@IYA I A ...L -' _4 ■ �� 3 UVl Y • ?.! PA,. 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O 1' } 1' f 1' i I. 1 1. I 1' I 1• 7' 7' SECTION A-A - PARABOLIC CROWN 1 1 TO 2 FOOT WIDE, h" DEPTH I ASPHALT GRIND (SEE NOTE I) STANDARD CLASS D OR a. 1.--1.-2' 6° CLASS C MIX (TYP) 6" 6" 1-7.61R1 � MAX. APER CURB FAC J I GUTTER SHOULDER I.—TACK COAT (TYP) SECTION 8-6 (CURB AND GUTTER) SECTION B-B (SHOULDER) I NOTE: 1.) PRIOR TO SPEED HUMP CONSTRUCTION. THE ENGINEER I MAY REQUIRE ASPHALT GRINDING IN ORDER TO PROVIDE A SMOOTH TRANSITION. REV.NOV.2012 PUBLIC SPEED HUMP DWG. NO. I ���Fe d e ra0 WORKS 3-26 I /111111 . —6 10' V I s 100' (TYP 1 TO 2 FOOT WIDE,)5" DEPTH ASPHALT GRIND (SEE NOTE 1) ,\ ...i , \ I a 1 1 �� .n v i� WHITE PLASTIC + _ J i 7. 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WA V \ .1_ ' g ) 1 A * See appendix for standard symbol details IDIMENSIONS(MILLIMETERS) B C D E F G H _ J IA 450 9 16 88 138 159_ 191 38 38 600 9 16 113 188 213 263 _ 50 , 50 750 13 19 144 231 266 328 63 63 1 I DIMENSIONS (INCHES) A B C D E F G H J 3/8 5/8 3 1/2 5 1/2 6 3/8 7 5/8 1 1/2 1 1/2 I18 24 3/8 5/8 4 1/2 7 1/2 8 1/2 10 1/2 2 2 30 1/2 3/4 5 3/4 9 1/4 10 5/8 13 1/8 2 1/2 2 1/2 I COLORS I CIRCLE &DIAGONAL — RED (REFL) SYMBOL&BORDER — BLACK(NON-REFL) BACKGROUND — WHITE (REFL) 1 1 1 R9-3B L/R 11/97 C D Wm H USEIT B G F CROS*WALKI D 1 A R9-3B L I C D 1 USE . _ B G CROS WALK _ A I R9-3B R * See appendix for standard arrow details ' DIMENSIONS(MILLIMETERS) I A B C D E F G H 450 300 9 56 75C 75B 38 38 DIMENSIONS (INCHES) A B C D E F G H 18 12 3/8 2.25 3C 3B 11/2 11/2 ' COLORS LEGEND — BLACK(NON-REFL) BACKGROUND — WHITE (REFL) 1 APPENDIX B ' BENEFIT CODE KEY AND PREVAILING WAGE RATES 1 1 1 1. 1 1 1 I IBenefit Code Key—Effective 8-31-2014 thru 3-3-2015 Overtime Codes IOvertime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for Ithe worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL IBE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked ' on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on ISundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and ' the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. ' E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. IG. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four-ten hour schedule,shall be paid at one and one-half times the hourly rate of wage.All hours worked in excess of ten(10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at Idouble the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or I equipment breakdown)shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. II. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday Ithrough Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All I hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 I I - 1 Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 ' 1. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 0. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten (10)hours on ' Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. ' Q. The first two (2) hours after eight(8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall , be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. , S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays(except Labor Day)shall be paid at two times the hourly rate of wage.All hours worked on ' Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays(except Thanksgiving Day and Christmas day)shall be paid at one and ' one-half times the hourly rate of wage.All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the , employer)) shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on , Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked over twelve(12)hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage.When holiday falls on Saturday or Sunday,the day before Saturday,Friday,and the day after Sunday,Monday,shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. ' Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 , workweek)and on Saturdays and holidays(except labor day)shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek)or 40 hours during that workweek.)All hours worked Monday through Saturday over twelve(12)hours , and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. , 1 2 t I IBenefit Code Key—Effective 8-31-2014 thru 3-3-2015 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. IB. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on IC. 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 I holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays Ishall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall I O. be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. I R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked Iover 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, I and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage.The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage.All other hours worked on the fifth,sixth,and seventh days and on Iholidays shall be paid at double the hourly rate of wage. 111 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. I 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 I and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift.The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations.After an employee has I 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. I I 3 I I Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 3. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when 111 four ten(10)hour shifts are established,or forty(40)hours of straight time per week,Monday through Friday,or outside the normal shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage.After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 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. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage.Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two(2)times the regular rate of pay.Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. 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. 1 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. 1 4 1 I IBenefit Code Key—Effective 8-31-2014 thru 3-3-2015 Holiday Codes I 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). I B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, IC. the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). I H. Holidays:New Year's Day,Memorial Day,Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). II. Holidays:New Year's Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day,and Christmas Day (6). I J. Holidays:New Year's Day,Memorial Day, Independence Day,Thanksgiving Day,Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). I 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). Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, IL. 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, IThanksgiving 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 IFollowing Monday Shall Be Considered As A Holiday. Q. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,and Christmas IDay(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). IS. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,And Christmas Day(7). I 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)• 1 Z. Holidays:New Year's Day, Memorial Day, Independence Day, Labor Day,Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). Holiday Codes Continued 5 1 I Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 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,Day After Thanksgiving Day,Christmas Day,And A Half-Day On Christmas Eve Day.(9 1/2). G. Paid Holidays:New Year's Day,Martin Luther King Jr.Day,Presidents'Day,Memorial Day,Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And Christmas Eve Day(11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday(10). I. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day(9). Z. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday,the following Monday shall be considered as the holiday. Holiday Codes Continued 1 7. ' A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday And Saturday After Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday Ion the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. ' 6 I Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 7. 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 t Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,and Christmas Day I (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas ill Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The I Y Y Friday After Thanksgiving Day,The Day Before Christmas Day And Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day,Memorial Day,Labor Day, Thanksgiving Day and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on preceding the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the p g I g Y Y Y Friday. L. Holidays:New Year's Day,Memorial Day,Labor Day,Independence Day,Thanksgiving Day,the Last Work Day ' before Christmas Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,And the Day 1 Sunday shall be observed as a holiday on the after or before Christmas Day 10 . Any holiday which falls on a Su Y Y ) Y Y Y 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 I the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after I Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. 1 R. Paid Holidays:New Year's Day,the day after or before New Year's Day,President's Day,Memorial Day,eP Y Y g Ind endence Da ,Labor Da ,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 Y( ) Y Y observed as the holiday.If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be Iconsidered a holiday and compensated accordingly. 7 1 1 Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 7. S. Paid Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(9).If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays:New Year's Day,The Day After Or Before New Year's Day,President's Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,and The Day After Or Before Christmas Day.(10).If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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 C. 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'-$1.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150'To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. 1 L. Workers on hazmat projects receive additional hourly premiums as follows-Level A:$0.75,Level B:$0.50,And Level C:$0.25. M. Workers on hazmat projects receive additional hourly premiums as follows:Levels A&B:$1.00,Levels C&D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A:$1.00,Level B:$0.75,Level C:$0.50,And Level D:$0.25. P. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit:$2.00,Class B Suit: $1.50,Class C Suit:$1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle, and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. i 8 1 1 1 Benefit Code Key—Effective 8-31-2014 thru 3-3-2015 8. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on ' approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. ' T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card ' issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. 1 1 1 1 1 I 1 1 9 I IPage 1of17 State of Washington I Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 IW ashing ton St ate Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate 1 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. I Journey Level Prevailing Wage Rates for the Effective Date: I 12/30/2014 County Trade Job Classification Wage Holiday Overtime Note 1 =King Asbestos Abatement Workers Journey Level $42.67 5D 1H King Boilermakers Journey Level $64.44 5N Ic King : • Brick And Block Finisher $44.46 5A 1 M I King Journey Level $51.32 5A 1M k King Brick Mason Pointer-Caulker-Cleaner $51.32 5A 1M I ;King Building Service Employees Janitor $21.29 5S 2F King Building Service Employees Traveling Waxer/Shampooer $21.70 5S 2F King Building Service Employees Window Cleaner (Non-Scaffold) $24.94 55 2F Iv King Building Service Employees Window Cleaner (Scaffold) $25.80 55 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $52.32 5D 4C King Bridge, Dock And Wharf $52.32 5D 4C Carpenters ' King Carpenters Carpenter $52.32 5D 4C King Carpenters Carpenters on Stationary Tools $52.45 5D 4C King Carpenters Creosoted Material $52.42 5D 4C King Carpenters Floor Finisher $52.32 5D 4C King Carpenters Floor Layer $52.32 5D 4C King Carpenters Scaffold Erector $52.32 5D 4C IKing Cement Masons Journey Level $52.38 7A 1M King Divers Et Tenders Diver $105.37 5D 4C 8A I King Diver On Standby $59.50 5D 4C King Divers a Tenders Diver Tender $54.82 5D 4C King Divers £t Tenders Surface Rcv Ft Roy Operator $54.82 5D 4C r I King Divers a Tenders Surface Rcv a Rov Operator $51.07 5A 4C Tender King Dredge Workers Assistant Engineer $53.00 5D 3F King Dredge Workers Assistant Mate (Deckhand) $52.58 5D 3F k Ihttps://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 12/30/2014 Page 2 of 17 I King Dredge Workers Boatmen $52.30 5D 3F r I King Dredge Workers Engineer Welder $54.04 5D 3F King Dredge Workers Leverman, Hydraulic $55.17 5D 3F King Dredge Workers Mates $52.30 5D 3F King Dredge Workers Oiler $52.58 5D 3F King Drywall Applicator Journey Level $52.32 5D 1H King Drywall Tapers Journey Levet $52.37 5P 1 E King Electrical Fixture Maintenance Journey Level $25.84 5L 1 E • Workers I King Electricians - Inside Cable Splicer $65.69 7C 2W King Electricians - Inside Cable Splicer (tunnel) $70.52 7C 2W 1 King Electricians - Inside Certified Welder $63.49 7C 2W King Electricians - Inside Certified Welder (tunnel) $68.10 E 2W King Electricians - Inside Construction Stock Person $35.69 7C 2W I King Electricians - Inside Journey Level $61.30 7C 2W King Electricians - Inside Journey Level (tunnel) $65.69 7C 2W King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $68.33 5A 4A Construction I King Electricians - Powerline Certified Line Welder $62.50 5A 4A Construction • King Electricians - Powerline Groundperson $42.56 5A 4A I Construction King Electricians - Powerline Heavy Line Equipment $62.50 5A 4A Construction Operator I King Electricians - Powerline Journey Level Lineperson $62.50 5A 4A • Construction F' King Electricians - Powerline Line Equipment Operator $52.47 5A 4A 1 Construction King Electricians - Powerline Pole Sprayer $62.50 5A 4A Construction I King Electricians - Powerline Powderperson $46.55 5A 4A Construction King Electronic Technicians Journey Level $31.00 1 I King . Elevator Constructors Mechanic $80.14 7D 4A King Elevator Constructors Mechanic In Charge $86.77 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $15.25 5B 1R I Products Work Only _ King Fence Erectors Fence Erector $15.18 1 King Flaggers Journey Level $36.17 7A 1 King Glaziers Journey Level $54.91 7L 1Y - - s f King Heat ft Frost Insulators And Journeyman $60.93 5J 1S Asbestos Workers King Heating Equipment Mechanics Journey Level $70.37 7F 1 E • King Hod Carriers It Mason Tenders Journey Level $44.00 7A 31 I King Industrial Power Vacuum Journey Level $9.32 1 httos://fortress.wa.gov/lni/wagelookuo/orvWagelookuo.asox 12/30/2014 I I 1 Page 3 of 17 Cleaner King Inland Boatmen Boat Operator $54.57 5B 1K ' King Inland Boatmen Cook $50.95 5B 1K King Inland Boatmen Deckhand $51.19 5B 1K King Inland Boatmen Deckhand Engineer $52.18 5B 1 King Inland Boatmen Launch Operator $53.40 5B 1K King Inland Boatmen Mate $53.40 5B 1K King Inspection/Cleaning/Seating Of Cleaner Operator, Foamer $31.49 1 I Sewer& Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1 1 Sewer &Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 ' Sewer&Water Systems By Remote Control King Inspection/Cleaning/Seating Of Technician $19.33 1 Sewer£t Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1 Sewer £t Water Systems By IRemote Control King Insulation Applicators Journey Level $52.32 5D 4C 1 King Ironworkers Journeyman $61.62 7N 10 King Laborers Air, Gas Or Electric Vibrating $42.67 7A 31 Screed King Laborers Airtrac Drill Operator $44.00 7A 31 King Laborers Ballast Regular Machine $42.67 7A 31 King Laborers Batch Weighman $36.17 7A 31 I Brush King Laborers Brick Pavers $42.67 7A 31 King Laborers Cutter $42.67 7A 31 1 • King Laborers Brush Hog Feeder $42.67 7A 31 King Laborers Burner $42.67 7A 31 King Laborers Caisson Worker $44.00 7A 31 King Laborers Carpenter Tender $42.67 7A 31 1 King Laborers Caulker $42.67 7A 31 King Laborers Cement Dumper-paving $43.46 7A 31 King Laborers Cement Finisher Tender $42.67 7A 31 King Laborers Change House Or Dry Shack $42.67 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $42.67 7A 31 I King Laborers Chipping Gun(30 Lbs. And $43.46 7A 31 Over) I'. King Laborers Choker Setter $42.67 7A 31 1 King Laborers Chuck Tender $42.67 7A 31 King Laborers Clary Power Spreader $43.46 7A 31 King Laborers Clean up Laborer $42.67 7A 31 ' King Laborers Concrete Dumper/chute $43.46 7A 31 I 12/30/2014 https://fortress.wa.gov/lm/wagelookup/prvWagelookup.aspx Page 4 of 17 I Operator I •King Laborers - Concrete Form Stripper $42.67 7A 31 King Laborers Concrete Placement Crew $43.46 7A 31 `King Laborers Concrete Saw Operator/core $43.46 7A 31 . Driller King Laborers Crusher Feeder $36.17 7A 31 I King Laborers Curing Laborer $42.67 7A 31 King Laborers Demolition: Wrecking a Moving $42.67 7A 31 (incl. Charred Material) King Laborers Ditch Digger $42.67 7A 31 King Laborers Diver $44.00 ZQ 31 King Laborers Drill Operator $43.46 7A 31 _ I (hydraulic,diamond) King Laborers Dry Stack Walls $42.67 7A 31 {King Laborers Dump Person $42.67 7A 31 I King Laborers Epoxy Technician $42.67 7A 31 t _ King Laborers Erosion Control Worker $42.67 7A 31 King Laborers Faller Et Bucker Chain Saw $43.46 7A 31 King Laborers Fine Graders $42.67 7A 31 King Laborers Firewatch $36.17 7A 31 I :King Laborers Form Setter $42.67 7A 31 King Laborers Gabian Basket Builders $42.67 7A 31 `King Laborers General Laborer $42.67 7A 31 I King Laborers Grade Checker Et Transit $44.00 7A 31 Person King Laborers Grinders $42.67 7A 31 I King Laborers Grout Machine Tender $42.67 7A 31 King Laborers Groutmen (pressure)including $43.46 7A 31 Post Tension Beams I King Laborers Guardrail Erector $42.67 7A 31 King Laborers Hazardous Waste Worker (level $44.00 7A 31 A) 1 King Laborers Hazardous Waste Worker (level $43.46 7A 31 t B) ;King Laborers Hazardous Waste Worker (level $42.67 7A 31 C) King Laborers _High Scaler $44.00 7A 31 King Laborers Jackhammer $43.46 7A 31 I King Laborers Laserbeam Operator $43.46 7A 31 King Laborers Maintenance Person $42.67 7A 31 I King Laborers Manhole Builder-mudman $43.46 7A 31 e King Laborers Material Yard Person $42.67 7A 31 King Laborers -Motorman-dinky Locomotive $43.46 7A 31 i I 1 King Laborers Nozzleman (concrete Pump, $43.46 7A 31 Green Cutter When Using E Combination Of High Pressure I Air a Water On Concrete& https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 12/30/2014 IPage 5 of 17 IRock, Sandblast, Gunite, Shotcrete, Water Bla `King Laborers Pavement Breaker $43.46 7A 31 King Laborers 4 Pilot Car $36.17 7A 31 King Laborers Pipe Layer Lead $44.00 7A 31 I King Laborers Pipe Layer/tailor $43.46 7A 31 King Laborers Pipe Pot Tender $43.46 7A 31 'King Laborers Pipe Reliner $43.46 7A 31 1 King Laborers Pipe Wrapper $43.46 7A 31 King Laborers Pot Tender $42.67 7A 31 King Laborers Powderman $44.00 7A 31 IKing Laborers Powderman's Helper $42.67 7A 31 King Laborers Power Jacks $43.46 7A 31 ' King Laborers Railroad Spike Puller - Power $43.46 7A 31 King Laborers Raker- Asphalt $44.00 7A 31 King Laborers Re-timberman $44.00 7A 31 IKing Laborers Remote Equipment Operator $43.46 7A 31 King Laborers Rigger/signal Person $43.46 7A 31 King Laborers Rip Rap Person $42.67 7A 31 IKing Laborers Rivet Buster $43.46 7A 31 King 4 Laborers Rodder $43.46 7A 31 I King Laborers Scaffold Erector $42.67 7A 31 King 4 Laborers Scale Person $42.67 7A 31 King Laborers Sloper (over 20") $43.46 7A 31 King Laborers Sloper Sprayer $42.67 7A 31 King Laborers Spreader (concrete) $43.46 ZA 31 King Laborers Stake Hopper $42.67 7A 31 King Laborers Stock Piler $42.67 7A 31 King Laborers Tamper a Similar Electric, Air $43.46 7A 31 a Gas Operated Tools 1 King Laborers Tamper (multiple a Self- $43.46 7A 31 propelled) King Laborers Timber Person - Sewer (lagger, $43.46 7A 31 Shorer B.Cribber) King Laborers Toolroom Person (at Jobsite) $42.67 7A 31 King Laborers Topper $42.67 7A 31 King Laborers Track Laborer $42.67 7A 31 King Laborers Track Liner (power) $43.46 7A 31 I King 4 Laborers Traffic Control Laborer $38.68 7A 31 8R King Laborers Traffic Control Supervisor $38.68 7A 31 8R King Laborers Truck Spotter $42.67 7A 31 IKing Laborers Tugger Operator $43.46 7A 31 King Laborers Tunnel Work-Compressed Air $64.99 7A 31 f Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $70.02 7A 31 s_g I /2014 httt�s://fortress.wa.Gov/lru/waaelookun/nrvWaaelookup.asnx 12/30 Page6ofl7 I IWorker 30.01 44.00 psi King Laborers Tunnel Work-Compressed Air $73.70 7A 31 8Q Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $79.40 7A 31 1 Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $81.52 7A 31 8Q, Worker 60.01-64.00 psi I King Laborers Tunnel Work-Compressed Air $86.62 7A 31 8S Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $88.52 7A 31 tig. Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $90.52 7A 31 Worker 70.01-72.00 psi =King Laborers Tunnel Work-Compressed Air $92.52 7A 31 Worker 72.01-74.00 psi :King Laborers Tunnel Work-Guage and Lock $44.10 7A 31 8g I Tender King Laborers Tunnel Work-Miner $44.10 7A 31 =;King Laborers Vibrator $43.46 7A 31 I King Laborers Vinyl Seamer $42.67 7A 31 King Laborers Watchman $32.87 7A 31 King Laborers Welder $43.46 7A 31 King Laborers Well Point Laborer $43.46 •7A 31 King Laborers Window Washer/cleaner $32.87 7A . I King Laborers - Underground Sewer General Laborer&Topman $42.67 7A 31 &Wa er King Laborers - Underground Sewer Pipe Layer $43.46 7A 31 ?` I a Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $52.32 5D 1H King Marble Setters Journey Level $51.32 lM K I ing Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 r I King Metal Fabrication (In Shop) Painter $11.10 1 'King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $53.42 5D 4C { `.King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 I King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings • Plumber $11.56 1 King Modular Buildings Production Worker $9.40 1 1 1 httns://fortress.wa_gov/lni/wage1ookun/nrvWagelnnkun_nsnx 1280/2014 IPage 7 of 17 IIKing Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 • King Modular Buildings Welder $11.56 1 King Painters Journey Level n7.8WI 6Z 2B King Pile Driver Journey Level $52.57 5D 4C I King Plasterers Journey Level $50.42 7S 1R King Playground It Park Equipment Journey Level $9.32 1 Installers I King Plumbers Et Pipefitters Journey Level $74.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $55.24 7A 3C 8P King Power Equipment Operators Assistant Engineer $51.97 7A 3C 8P 1 King Power Equipment Operators Barrier Machine (zipper) $54.75 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $54.75 7A 3C 8P Concrete ■King Power Equipment Operators Bobcat $51.97 7A , 3C 8P King Power Equipment Operators Brokk - Remote Demolition $51.97 7A 3C 8P l — — i 1 Equipment King Power Equipment Operators Brooms $51.97 7A 3C 8P King Power Equipment Operators Bump Cutter $54.75 7A 3C 8P I ;King Power Equipment Operators Cableways $55.24' 7A 3C 8P King Power Equipment Operators Chipper $54.75 7A 3C 8P King Power Equipment Operators Compressor $51.97 7A 3C 8P I King Power Equipment Operators Concrete Pump: Truck Mount $55.24 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $51.97 7A 8P _ Screed King Power Equipment Operators Concrete Pump - Mounted Or $54.33 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $54.75 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $54.33 7A ic l;P King Power Equipment Operators Cranes: 20 Tons Through 44 $54.75 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Tons, Or 150'Of Boom ' (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P I Or 250'Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $55.24 7A 3C 8P I Tons, Under 150' Of Boom (including Jib With Attachments) I `King Power Equipment Operators Cranes: A-frame - 10 Tons And $51.97 7A 3C 8P Under I h s:// ortress.wa. ov/lni/wa elooku / rvWa elooku .as x 12/30/2014 ttp f g g P P i; P P Page 8 of 17 I King Power Equipment Operators Cranes: Friction 100 Tons $56.36 ZA. X 8P ' I Through 199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $56.92 7A 3.0 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P I Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $54.33 A 1C $P 1 Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $54.75 7A 3C 8P k I King Power Equipment Operators Deck Engineer/deck Winches $54.75 7A 3C (power) King Power Equipment Operators Derricks, On Building Work $55.24 A X $e I v ,King Power Equipment Operators Dozers D-9 Et Under $54.33 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $54.75 7A 3C BE King Power Equipment Operators Elevator And Man-lift: $51.97 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $54.75 7A 3C 8P Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $54.33 7A 3C BE With Attachments King Power Eauipment Operators Forklifts: Under 3000 Lbs. With $51.97 7A 3C 8P Attachments I King Power Equipment Operators Grade Engineer: Using Blue $54.75 7A 3C ' 8P Prints, Cut Sheets, Etc King Power Eauipment Operators Gradechecker/stakeman $51.97 7A 3S 8P I King Power Equipment Operators Guardrail Punch $54.75 7A 3C 8P King Power Eauipment Operators Hard Tail End Dump $55.24 7A 3C 8P Articulating Off- Road E 1 Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $54.75 7A 3C 8P Articulating Off-road I Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $54.33 7A 3,c 8P E Locator I King Power Equipment Operators Horizontal/directional Drill $54.75 A 3C 8P Operator King Power Eauipment Operators Hydratifts/boom Trucks Over $54.33 7A 3C 8P I 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $51.97 7A .2,,,C . 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $55.79 7A 3C 8P Over F; King Power Equipment Operators Loader, Overhead, 6 Yards. But $55.24 7A 3C 8P I Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $54.75 7A 3C 8P Yards s I I https://fortress.wa.Gov/lru/wnelookup/nrvWaeelookun.asnx 12/30/2014 IPage 9of17 I ,King Power Equipment Operators Loaders, Plant Feed $54.75 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P I King Power Equipment Operators Locomotives, All $54.75 7A 3C 8P King Power Equipment Operators Material Transfer Device $54.75 7A 3C 8P King Power Equipment Operators Mechanics, All (leadmen - $55.79 7A 3C 8P ' $0.50 Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Grader- Non- $54.33 7A 3C 8P finishing 1 King Power Equipment Operators Motor Patrol Graders, Finishing $55.24 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel $55.24 7A 3C 8P Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $51.97 7A 3C 8P Distribution a Mulch Seeding Operator IKing Power Equipment Operators Outside Hoists (elevators And $54.33 7A 3C 8P Manlifts), Air Tuggers,strato I King Power Equipment Operators Overhead, Bridge Type Crane: $54.75 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $55.79 7A 3C 8P II Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $55.24 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $51.97 7A 3C 8P IKing Power Equipment Operators Pile Driver (other Than Crane $54.75 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler- Asphalt, Crusher $54.33 7A 3C 8P IKing Power Equipment Operators Posthole Digger, Mechanical $51.97 7A 3C 8P King Power Equipment Operators Power Plant $51.97 7A 3C 8P I King Power Equipment Operators Pumps - Water $51.97 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P King Power Eauipment Operators Quick Tower - No Cab, Under $51.97 7A 3C 8P I 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $55.24 7A 3C 8P I Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $51.97 7A 3C 8P I King Power Equipment Operators Rollagon $55.24 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $51.97 7A lc 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P 1 Materials King Power Equipment Operators Roto-mill, Roto-grinder $54.75 7A 3C 8P King Power Equipment Operators Saws - Concrete $54.33 7A 3C 8P I King Power Equipment Operators Scraper, Self Propelled Under $54.75 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete£t Carry All $54.33 7A 3C 8P 1 King Power Equipment Operators Scrapers, Self-propelled: 45 $55.24 7A 3C 8P 1 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 12/30/2014 Page 10 of 17 I Yards And Over I King Power Equipment Operators Service Engineers - Equipment $54.33 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $51.97 7A 3C 8P I King Power Equipment Operators Shovel , Excavator, Backhoe, $54.33 7A 3C 8P >. Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $55.24 7A 3C 8P I Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $55.79 7A E BE Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $56.36 7A 3C 8P Over 90 Metric Tons i King Power Equipment Operators Slipform Pavers $55.24 7A 3C 8P s I s King Power Equipment Operators Spreader, Topsider & $55.24 7A 3C $P Screedman King Power Equipment Operators Subgrader Trimmer $54.75 7A 3C 8P ` I King Power Equipment Operators Tower Bucket Elevators $54.33 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in $56.36 7A 3C 8P Height, Base To Boom I King Power Equipment Operators Tower Crane Up To 175' In $55.79 7A 3C 8P Height Base To Boom King Power Equipment Operators Transporters, All Track Or $55.24 7A 3C 8P I Truck Type King Power Equipment Operators Trenching Machines $54.33 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $54.75 7A 3C 8P I Tons And Over King Power Equipment Operators Truck Crane Oiler/driver Under $54.33 7A 3C 8P 100 Tons I King Power Equipment Operators Truck Mount Portable Conveyor $54.75 7A 3C 8P King Power Equipment Operators Welder $55.24 7A 3C 8P I King Power Equipment Operators Wheel Tractors, Farmall Type $51.97 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $54.75 7A 3C 8P - King Power Equipment Operators- Asphalt Plant Operators $55.24 7A 3C 8P ` I Underground Sewer &Water _ King Power Equipment Operators- Assistant Engineer $51.97 7A E 8P Underground Sewer &Water I King Power Equipment Operators- Barrier Machine (zipper) $54.75 7A 3 BP Underground Sewer &Water King Power Equipment Operators- Batch Plant Operator, $54.75 7A 3C 8P Underground Sewer &Water Concrete King Power Equipment Operators- Bobcat $51.97 7A 3C 8P Underground Sewer a Water I King Power Equipment Operators- Brokk - Remote Demolition $51.97 7A 3C 8P Underground Sewer a Water Equipment King Power Equipment Operators- Brooms $51.97 7A 3C 8P I Underground Sewer a Water https://fortress.wa.eov/lni/wagelookun/nrvWaeelookun.asnx 12/30/21)14 • IPage 11 of 17 1 King Power Equipment Operators- Bump Cutter $54.75 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Cableways $55.24 7A 3C 8P IUnderground Sewer a Water King Power Equipment Operators- Chipper $54.75 7A 3C ,8P Underground Sewer a Water King Power Equipment Operators- Compressor $51.97 7A 3C E Underground Sewer a Water King Power Equipment Operators- Concrete Pump: Truck Mount $55.24 7A 3C 8P I Underground Sewer a Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $51.97 7A 3C 8P Underground Sewer a Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $54.33 7A 3C 8P J Underground Sewer a Water Trailer High Pressure Line I Pump, Pump High Pressure. 'King Power Equipment Operators- Concrete Pump: Truck Mount $54.75 7A 3C 8P Underground Sewer a Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $54.33 7A 3C 8P Underground Sewer a Water • ' King Power Equipment Operators- Cranes: 20 Tons Through 44 a $54.75 7A 3C 8P Underground Sewer Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $55.79 7A 3C 8P Underground Sewer a Water Tons, Or 150'Of Boom I (Including Jib With = Attachments) King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $56.36 7A 3C 8P I Underground Sewer a Water Or 250'Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: 45 Tons Through 99 $55.24 7A 3C 8P I Underground Sewer a Water Tons, Under 150'Of Boom (including Jib With Attachments) I King Power Equipment Operators- Cranes: A-frame - 10 Tons And $51.97 7A 3C 8P Underground Sewer a Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $56.36 7A 3C 8P I Underground Sewer a Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons $56.92 7A 3C 8P Underground Sewer a Water I King Power Equipment Operators- Cranes: Over 300 Tons Or 300' $56.92 7A 3C 8P Underground Sewer a Water Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $54.33 7A X 8P I Underground Sewer a Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $54.75 7A 3C 8P IUnderground Sewer a Water King Power Equipment Operators- Deck Engineer/deck Winches $54.75 7A 3C 8P Underground Sewer a Water (power) IKing Power Equipment Operators- Derricks, On Building Work $55.24 7A 3C 8P ' httns://fortress.wa.eov/1ni/waaelookun/nrvWagelookun.asnx 12/30/2014 Page 12of17 I Underground Sewer a Water I King Power Equipment Operators- Dozers D-9 a Under $54.33 7A 3C 8P Underground Sewer Et Water I King Power Equipment Operators- Drill Oilers: Auger Type, Truck $54.33 7A 3C 8P Underground Sewer a Water Or Crane Mount King Power Equipment Operators- Drilling Machine $54.75 7A 3C 8P I Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $51.97 7A 3C 8P Underground Sewer a Water Permanent And Shaft Type • King Power Equipment Operators- Finishing Machine, Bidwell And $54.75 7A 3C 8P I Underground Sewer Et Water Gamaco a Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $54.33 7A 3C 8P Underground Sewer £t Water With Attachments I King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $51.97 7A 3C 8P Underground Sewer Et Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue $54.75 7A 3C 8P I ■ Underground Sewer a Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $51.97 7A 3C 8P Underground Sewer Et Water I King Power Equipment Operators- Guardrail Punch $54.75 7A 3C 8P Underground Sewes Et Water ;King Power Equipment Operators Hard Tail End Dump $55.24 Th 3C 8P I Underground Sewer a Water Articulating Off- Road Equipment 45 Yards. a Over King Power Equipment Operators- Hard Tail End Dump $54.75 7A 3C 8P I Underground Sewer a Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $54.33 7A 3C 8P Underground Sewer a Water Locator King Power Equipment Operators- Horizontal/directional Drill $54.75 7A 3C 8P Underground Sewer a Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $54.33 7A 3C B Underground Sewer a Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $51.97 7A, K 8P I Underground Sewer a Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. a $55.79 7A 3C BE Underground Sewer Et Water Over I King Power Equipment Operators- Loader, Overhead, 6 Yards. But $55.24 7A X Underground Sewer a Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $54.75 7A 3C 3P I Underground Sewer a Water Yards King Power Equipment Operators- Loaders, Plant Feed $54.75 7A 3C B Underground Sewer a Water King Power Equipment Operators- Loaders: Elevating Type Belt $54.33 LA IC 8P Underground Sewer a Water King Power Equipment Operators- Locomotives, All $54.75 7A 3C 8P I Underground Sewer a Water s King Power Equipment Operators- Material Transfer Device $54.75 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Mechanics, All (leadmen - $55.79 7A 3C 8P ' I httnc•//fnrtrecc um anv/lni/waaelnnknn/nruWaaelnnknn acne 1')/I(t/)MA IPage 13 of 17 IUnderground Sewer a Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Grader - Non- $54.33 7A 3C 8P I Underground Sewer &Water finishing King Power Equipment Operators- Motor Patrol Graders, Finishing $55.24 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $55.24 7A 3C 8P I Underground Sewer &Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $51.97 7A 3C 8P I Underground Sewer a Water Distribution&Mulch Seeding Operator ■ King Power Equipment Operators- Outside Hoists (elevators And $54.33 7A 3C 8P I Underground Sewer &Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $54.75 7A 3C 8P Underground Sewer &Water 20 Tons Through 44 Tons I King Power Equipment Operators- Overhead, Bridge Type: 100 $55.79 7A 3C 8P Underground Sewer &Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $55.24 7A 3C 8P I Underground Sewer a Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $51.97 7A 3C 8P Underground Sewer a Water s I ;King Power Equipment Operators- Pile Driver (other Than Crane $54.75 7A 3C 8P r Underground Sewer ft Water Mount) , King Power Equipment Operators- Plant Oiler- Asphalt, Crusher $54.33 7A 3C 8P I Underground Sewer a Water , King Power Equipment Operators- Posthole Digger, Mechanical $51.97 7A 3C 8P Underground Sewer Et Water I King Power Equipment Operators- Power Plant Underground $51.97 7A 3C nderground Sewer a Water King Power Equipment Operators- Pumps - Water $51.97 7A 3C 8P Underground Sewer a Water I King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $55.24 7A 3C E Underground Sewer a Water I King Power Equipment Operators- Quick Tower - No Cab, Under $51.97 7A 3C Underground Sewer a Water 100 Feet In Height Based To Boom I King Power Equipment Operators- Remote Control Operator On $55.24 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $51.97 7A 3C 8P IUnderground Sewer &Water King Power Equipment Operators- Rollagon $55.24 7A 3C 8P Underground Sewer a Water I King Power Equipment Operators- Roller, Other Than Plant Mix $51.97 7A 3C 8P Underground Sewer& Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $54.33 7A 3C 8P l I Underground Sewer a Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $54.75 7A 3C 8P Underground Sewer &Water ' ;King Power Equipment Operators- Saws - Concrete $54.33 7A 3C 8P Ihttps://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 12/30/2014 Page 14 of 17 I Underground Sewer Et Water I 'King Power Equipment Operators- Scraper, Self Propelled Under $54.75 7A 3C 8P '= Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $54.33 7A 3C 8P I Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $55.24 7A 3C 8P ;• Underground Sewer Et Water Yards And Over I King Power Equipment Operators- Service Engineers - Equipment $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $51.97 7A 3C 8P I Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $54.33 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. I King Power Equipment Operators- Shovel, Excavator, Backhoe: $55.24 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 4 Metric Tons I King Power Equipment Operators- Shovel, Excavator, Backhoes, $54.75 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons -King Power Equipment Operators- Shovel, Excavator, Backhoes: $55.79 7A 3C 8P I Underground Sewer Et Water Over 50 Metric Tons To 90 A Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $56.36 7A 3C 8P III Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $55.24 7A X 8P Underground Sewer Et Water , `King Power Equipment Operators- Spreader, Topsider Et $55.24 7A 3C 11 Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $54.75 7A 3C 8P I Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $54.33 7A 3C 8P Underground Sewer Et Water II King Power Equipment Operators- Tower Crane Over 1751n $56.36 7A 3C 8P Underground Sewer Et Water Height, Base To Boom King Power Equipment Operators- Tower Crane Up To 175' In $55.79 7A 3C 8P I Underground Sewer £t Water Height Base To Boom King Power Equipment Operators- Transporters, All Track Or $55.24 7A 3C 8P Underground Sewer Et Water Truck Type I ,King Power Equipment Operators- Trenching Machines $54.33 7A X 8P Underground Sewer Et Water King Power Eauipment Operators- Truck Crane Oiler/driver- 100 $54.75 7A 3C 8P I Underground Sewer Et Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver Under $54.33 7A 1C 8P Underground Sewer Et Water 100 Tons King Power Equipment Operators- Truck Mount Portable Conveyor $54.75 7A IC 8P ' 1 Underground Sewer Et Water King Power Equipment Operators- Welder $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmall Type $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $54.75 7A 3C 8P I https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 12/30/2014 • Page 15 of 17 Underground Sewer a Water King Power Line Clearance Tree Journey Level In Charge $44.86 5A 4A Trimmers King Power Line Clearance Tree Spray Person $42.58 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $44.86 5A 4A ll Trimmers King Power Line Clearance Tree Tree Trimmer $40.08 5A 4A Trimmers IKing Power Line Clearance Tree Tree Trimmer Groundperson $30.20 5A 4A Trimmers i King Refrigeration a Air Journey Level $72.46 6Z 1G IConditioning Mechanics • King Residential Brick Mason Journey Level $51.32 5A 1M King Residential Carpenters Journey Level $28.20 1 i King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $40.14 5D 4C I ;King 'Residential Residential Drywall Tapers Journey Level $52.37 5P 1 E King Residential Electricians Journey Level $30.44 1 `King Residential Glaziers Journey Level $36.20 7L 1H I King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 IKing Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers a Journey Level $34.69 1 Pipefitters King Residential Refrigeration a Air Journey Level $72.46 6Z LQ. Conditioning Mechanics ' King Residential Sheet Metal Journey Level (Field or Shop) $42.58 7F 1_R Workers King Residential Soft Floor Layers Journey Level $42.41 5A 3D King Residential Sprinkler Fitters Journey Level $42.48 5C 2R (Fire Protection) King Residential Stone Masons Journey Level $51.32 5A 1M King Residential Terrazzo Workers Journey Level $46.96 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 $44.71 5A King Roofers Using Irritable Bituminous $47.71 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $70.37 7F 1E IKing Shipbuilding a Ship Repair Boilermaker $40.72 7M 1H King Shipbuilding a Ship Repair Carpenter $39.24 7T 2a 1 King Shipbuilding a Ship Repair Electrician $39.28 7T 4B IKing Shipbuilding a Ship Repair Heat Et Frost Insulator $60.93 5J 1S https://fortress.wa.Rov/lni/wagelookuu/prvWagelookun.aspx 12/30/2014 Page 16of17 I King Shipbuilding a Ship Repair Laborer $39.34 7T 4B King Shipbuilding a Ship Repair Machinist $39.32 7T 4B King Shipbuilding a Ship Repair Operator $39.22 7T 4B I King Shipbuilding a Ship Repair Painter $39.31 7T 4B =King Shipbuilding a Ship Repair Pipefitter $39.22 7T 4B `:King Shipbuilding a Ship Repair Rigger $39.30 7T 4B I King Shipbuilding a Ship Repair Sheet Metal $39.27 7T 4B King Shipbuilding £t Ship Repair Shipfitter ' $39.30 7T 4B King Shipbuilding a Ship Repair Trucker $39.10 7T 4B I King Shipbuilding a Ship Repair Warehouse $39.17 7 4B 'King Shipbuilding Et Ship Repair Welder/Burner $39.30 it 4B I F King Sign Makers a Installers Sign Installer $22.92 1 (Electrical) King Sign Makers a Installers Sign Maker $21.36 1 I (Electrical) ■ `King Sign Makers a Installers (Non- Sign Installer $27.28 1 Electrical) I ;King Sign Makers a Installers (Non- Sign Maker $33.25 1 Electrical) King Soft Floor Layers Journey Level $42.41 5A 3D I =King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Journey Level $69.59 5C 1X Protection) I `King Stage Rigging Mechanics (Non 'Journey Level $13.23 1 Structural) :King Stone Masons Journey Level $51.32 5A 1M I `King Street And Parking Lot Journey Level $19.09 1 E Sweeper Workers King Surveyors Assistant Construction Site $54.33 7A 3C 8P Surveyor . King Surveyors Chainman $53.81 7A 3C 8P King Surveyors Construction Site Surveyor $55.24 zA 3C 8P 1 King Telecommunication Journey Level $22.76 1 Technicians 'King Telephone Line Construction - Cable Splicer $36.96 5A 2B I Outside s King Telephone Line Construction - Hole Digger/Ground Person $20.49 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $35.40 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer I $36.96 5A 2B I Outside F King Telephone Line Construction - Special Apparatus Installer II $36.19 5A 2B Outside I t King Telephone Line Construction - Telephone Equipment Operator $36.96 5A 2B Outside (Heavy) King Telephone Line Construction -. Telephone Equipment Operator $34.34 5a 2B I Outside (Light) httns//fnrtress_wa.unv/1ni/wavelnnknn/nrvWaoelnnknn astw 1')/100(114 IPage 17 of 17 King Telephone Line Construction - Telephone Lineperson $34.34 M 2B Outside King Telephone Line Construction - Television Groundperson $19.45 5A 2B I Outside King Telephone Line Construction - Television Lineperson/Installer $25.89 5A TB Outside I King Telephone Line Construction - Television System Technician $30.97 5A 2B Outside King Telephone Line Construction - Television Technician $27.77 5A 2B I Outside King Telephone Line Construction - Tree Trimmer $34.34 5A 2B Outside King Terrazzo Workers Journey Level $46.96 5.A 1M King Tile Setters Journey Level $21.65 1 King Tile. Marble tt Terrazzo Finisher $37.79 5A 1B IFinishers King Traffic Control Stripers Journey Levet $43.11 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. $48.87 5D 3A 8L IWA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $48.03 5D 3A 8L WA-Joint Council 28) IKing Truck Drivers Dump Truck£t Trailer $48.87 5D 3A 8L King Truck Drivers �Dump Truck (W. WA-Joint $48.03 5D 3A 8L Council 28) IKing Truck Drivers Other Trucks (W. WA-Joint $48.87 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 IKing Well Drillers ft Irrigation Pump Irrigation Pump Installer $17.71 1 Installers ' King Well Drillers 8 Irrigation Pump Oiler $12.97 1 Installers King Well Drillers ft Irrigation Pump Well Driller $18.00 1 IInstallers I 1 I I I Ihttps://fortress.wa.gov/1 ni/wagelookup/prvWagelookup.aspx 12/30/2014 2015 Asphalt Overlay Project RFB 15-001 Addendum No. 1 February 10, 2015 I ATTENTION: All Bidders and Planholders You are hereby notified that in Addendum No. 1,the Bid and Contract Documents and Specifications for 2015 I Asphalt Overlay Project is amended as follows: SPECIAL PROVISIONS(APPENDIX A) Delete the first paragraph of Section 8-22.3(3)E Installation to clarify the installation of Methyl Methacrylate Pavement Markings. 8-22.3(3)E Installation Section 8-22.3(3)E is supplemented with the following: Profiled methyl methacrylate lines shall be installed per WSDOT Standard Plan M20.20-01. The bid opening date has not changed. All bidders are required to acknowledge receipt of this addendum on page 24 of the Bid Form. Failure to do so may cause rejection of the bid. CITY OF FEDERAL WAY 04 V t41-S- Jeff Huynh Street Systems Engineer JH: k:\streets\projects\2015 Asphalt Overlay Project\RFB\addendumI.doc MINUTES OF A SPECIAL MEETING of the BOARD OF DIRECTORS of Lakeside Industries, Inc A special meeting of the Board of Directors of the corporation was held on September 11, 2012. A majority of the directors were present in person, and all directors approved all action taken at said meeting. Michael Lee, President chaired the meeting and Henry Waggoner acted as Secretary. The purpose of the meeting was to discuss the authorized signers for ODOT contracts and related documents_ After discussion, the following resolution was unanimously passed: BE IT HEREBY RESOLVED that the Company authorizes any one or more of the following persons: Michael Lee, President Henry R. Waggoner, Secretary Dax Woolston, Treasurer To execute any and all documents pertinent to Oregon Department of Transportation contracts. There being no further business before the Board, the meeting was adjourned. dr/Air (Pi chael Lee re •ent Henry aggo er, Secret. Lakeside Industries, Inc. AUTHORIZED SIGNATURES -General & Accounting Offices, Issaquah, Wa.- List the name and tide of those individuals in your organization who are authorized to execute proposals, contracts, bonds and other documents and/or instruments on behalf of the organization. Specify if more than one signature is required. Note: Signature must appear next to name. NAME SIGNATURE TITLE DEMPSEY, BILL PRODUCTION MANAGER LEE, MICHAEL j. ? r PRESIDENT irerr - -._—_-- •_--- ._._...._...___._.___—�,,- .-.- LEE,TIMOTHY CHIEF EXECUTIVE OFFICER WAGGONER, H.R. i SECRETARY WOOLSTON, DAX CFO/TREASURER The undersigned, being duly sworn,deposes and says that the foregoing is a true statement of facts concerning the individual, corporation,co-partnership or joint venture herein named, as of the date indicated: LAKESIDE INDUSTRIES, INC. (Name of Firm,be exact) (A. r 1 gnature(s)) Sworn to before me this ��% Si{LL(�{'E�, p day of !" ifit.4-14 ___,2©/5 \��� �5101f'E'i►�4G :, :0 .414i*:0 Co:otT 't/ 2 er ' c No ry Public ptt$��� 46/0 V�jgf.. 20: �'�►C```" ,,f OF f14A'�O`\ 03/06/15 PQa17.GA.docx Corporations: Registration Detail Page 1 of 1 • LAKESIDE INDUSTRIES,INC UBI Number 601106847 Category REG Profit/Nonprofit Profit Active/Inactive Active State Of Incorporation WA WA Filing Date 02/07/1962 Expiration Date 02/29/2016 Inactive Date Duration Perpetual Registered Agent Information Agent Name DAX WOOLSTON Address 6505 226TH PL SE STE 200 City ISSAQUAH State WA ZIP 980278905 Special Address Information Address PO BOX 7016 City ISSAQUAH State WA Zip 98027 GWeming Persons Title Name Address Director LEE,SHARON 6505-226TH PL SE,STE#200 ISSAQUAH,WA 98027 Director LEE,MAUREEN 6505-226TH PL SE,STE#200 ISSAQUAH,WA 98027 Director OSTERHAUS,MARY PATRICIA 6505-226TH PL SE,STE#200 ISSAQUAH,WA 98027 Director LEE,TIMOTHY 6505-226TH PL SE,STE#200 ISSAQUAH,WA 98027 Director LEE III,RHOADY 6505-226TH PL SE,STE#200 ISSAQUAH,WA 98027 President,Chairman,Director LEE,MICHAEL 6505-226TH PL SE,STE#200 ISSAQUAH,WA 98027 Secretary WAGGONER,HENRY 6505-226TH PL SE,STE#200 ISSAQUAH,WA 98027 Treasurer WOOLSTON,DAX 6505-226TH PL SE,STE#200 ISSAQUAH,WA 98027 http://www.sos.wa.gov/corps/search_detail.aspx?ubi=601106847 3/26/2015 CSDC eNtraprise - City of Federal Way's Online Services Page 1 of 1 CITY oc ` r tai A Federal Way . WASHIN4T* 1 . .7.\TION _ M v r x r INSIDE CITY HALL SERVICES DOING BUSINESS OUR COMMUNITY Online Permitting PERMIT/BUSINESS DETAILS e-Permits HOME Reference File Application Expiration ID Description Sub Type Work Type Name Status Issue Date • Terms&Conditions Name Date Date 00 101861 000 00 6417 Business Non-Resident Retail LAKESIDE INDUSTRIES Open Feb 10, Dec 31,2015 BL Registration Business Services INC 2000 PUBLIC INFORMATION PROPERTY DETAILS Number Pre. Street Street Dir Suite Suite City State Zip Legal Desc • Locate a Business Type Type Number 18808 SE 257TH ST COVINGTON WA 98042 • Permits Information BUSINESS INFO • Issued Permits Info.Desc. Value Business Ownership Type Corporation ■ Contractor Search S.I.C.Code 1700-Contractors-Special Trade Number of Full-Time Employees in City 8 REGISTERED Business Phone Number 2533437375 USERS Number of Part-Time Employees in City 0 Date Business To Start in FW IN Apply for Permit ■ View My Permits PERMIT/LICENSE FEE(S) Fee Desc. Fee Amount Balance • Request Inspection LIC-BUS.LICENSE RENEWAL(1532) $25.00 $0.00 LIC-BUS.LICENSE RENEWAL(1532) $25.00 $0.00 • New Registration LIC-BUS.LICENSE RENEWAL(1532) $25.00 $0.00 LIC-BUS.LICENSE RENEWAL(1532) $25.00 $0.00 • Update Registration LIC-BUS.LICENSE RENEWAL(1532) $50.00 $0.00 LIC-BUS.LICENSE RENEWAL(1532) $50.00 $0.00 • Login LIC-BUS.LICENSE RENEWAL(1532) $50.00 $0.00 LIC-BUS.LICENSE RENEWAL(1532) $50.00 $0.00 LIC-BUS.LICENSE RENEWAL 11532) $50.00 $0.00 LIC-BUS.LICENSE RENEWAL(1532) $50.00 $0.00 LIC-BUS.LICENSE RENEWAL(1532) $50.00 $0.00 LIC-BUS.LICENSE RENEWAL(1532) $50.00 $0.00 LIC-BUS.LICENSE RENEWAL(1532) $50.00 $0.00 LIC-BUS.LICENSE RENEWAL(1532) $50.00 $0.00 LIC-BUS.LICENSE RENEWAL(1532) $50.00 $0.00 PROCESSES AND NOTES Process Description Status Schedule Date Start Date End Date Assigned Staff #of Attempts Renewal Notice Closed Dec 18,2001 Jan 13,2002 Jan 7,2011 Cathleen Rossick(253-835-2527) 0 Renewal Processing Completed Closed Jan 14,2002 Jan 12,2009 Jan 7,2011 Cathleen Rossick(253-835-2527) 0 Back Powered by CSDCs AMANDA © ® U ® Home I Pnnt 1 Small ! Contact Us I Employee Resources ; Copyright Notices 1 Accessibility I Sltemap i Translate 4 W ..•- 33325 33.1 Ave S3LIOS Federal Way;MA 98003 253-835-7000 Powered 1.1y C■vicPlus http://epermits.cityoffederalway.com/AMANDA5/eNtraprise/Federal Way/public/public_f... 3/18/2015