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HomeMy WebLinkAbout5787AGENDA BILL CITY OF BREMERTON CITY COUNCIL SUBJECT: Local Agency Contract with MJ Hughes Construction, Inc. for West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Study Session Date: COUNCIL MEETING Date: Department: Presenter: Phone: January 10, 2018 January 17, 2018 PW&U Engineering Tom Knuckey 360-473-2354 SUMMARY: The City bid the project and bids were opened on December 20, 2017 and 6 bids were received. MJ Hughes Construction Inc. is the lowest responsive, responsible bidder with their bid of $1,149,761.05. The Washington State Department of Transportation is required to concur with the City's recommendation to award the contract; staff have recommended the bid for approval. The contract is in WSDOT standard format as required for Federal Aid Projects; the complete contract is available for review in the Engineering Office. The project constructs high friction surface treatment, guardrail, drainage improvements, and signage. ATTACHMENTS: 1) Vicinity Map 2) Bid Tabulation 3) Contract FISCAL IMPACTS (Include Budgeted Amount): This project is included in the Capital budget, and is funded by the 2016 Innovative Safety Program - Federal Highway Safety Improvement Program (HSIP). The grant award was $1,675,490. STUDY SESSION AGENDA: ® Limited Presentation ❑ Full Presentation STUDY SESSION ACTION: ® Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to award construction of the West Belfair Valley Rd. and Tracyton Beach Rd. Innovative Safety project to MJ Hughes Construction Inc. upon receipt of concurrence to award from the Washington State Department of Transportation in the amount of $1,675,490 including WA State sales tax; and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION: [Approve ❑ Deny ❑ Table ❑ Continue ❑ No Action Form Updated 01/07/15 Ce.� k Contract Documents For West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project City of Bremerton Project No. 315003 Federal Aid Project No. HSIP-OOOS(459) November 2017 Addendum 1 December 15, 2017 Bid Oneniniz: 10:00 a.m., December 20, 2017 City Clerk's Office, City Hall 345 Sixth Street, Suite 600 Bremerton, WA 98337-1873 Contact Person: John Butler, P.E. Public Works & Utilities Engineering Division 3027 Olympus Drive Bremerton, WA 98310 Tel: (360) 473-2307 Fax: (360) 473-5398 CERTIFICATE OF ENGINEER The technical material and data contained in these Specifications for the West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. W 42830 STEL tyti �f oivaL' Prepared By: Mason J. Skinner, P.E. Project Manager Recommended By: Shane Weber, P.E. Managing Engineer, City of Bremerton Public Works and Utilities Approved By: Thomas Knuckey{P City Engineer, City of Bremerton Public Works and Utilities I. CONTRACT DOCUMENTS ADVERTISEMENT FOR BIDS..................................................................................... CD -1 BIDDER'S CHECKLIST........................................................................................................ CD -3 LOCAL AGENCY PROPOSAL SIGNATURE PAGE (WSDOT FORM 272-036K) ................ CD -4 SCHEDULE OF PRICES...................................................................................................... CD -5 LOCAL AGENCY PROPOSAL BOND (WSDOT FORM 272-001) ...................................... CD -7 STATEMENT OF BIDDER'S QUALIFICATIONS................................................................ CD -8 NON -COLLUSION DECLARATION (WSDOT FORM 272-036I) ...................................... CD -10 UDBE UTILIZATION CERTIFICATION (WSDOT FORM 272-056U) .............................. CD -11 UDBE WRITTEN CONFIRMATION DOCUMENT (WSDOT FORM 422-031U) ............ CD -14 LOCAL AGENCY CERTIFICATION FOR FEDERAL -AID CONTRACTS ................................. (WSDOT FORM 272 -040).................................................................................................... CD -15 PROPOSAL FOR INCORPORATING RECYCLED MATERIALS INTO PROJECT....... CD -16 LOCAL AGENCY CONTRACT (WSDOT FORM 272-006A) ........................................... CD -17 STATEMENT OF INTENT TO PAY PREVAILING WAGES SAMPLE FORM ..................CD -19 INSURANCE QUESTIONNAIRE........................................................................................ CD -20 LOCAL AGENCY PERFORMANCE BOND (WSDOT FORM 272-002A) ........................ CD -21 LOCAL AGENCY PAYMENT BOND (WSDOT FORM 272-003A) ..................................... CD -22 CERTIFICATION OF COMPLIANCE WITH WAGE PAVEMENT STATUTES ............ CD -23 ADDENDUM 1 II. AMENDMENTS TO THE STANDARD SPECIFICATIONS III. SPECIAL PROVISIONS A - GEOTECHNICAL MEMORANDUM B - FEDERAL AID PROVISIONS FHWA-1273 C - WASHINGTON STATE PREVAILING WAGES D - FEDERAL DAVIS-BACON WAGE DETERMINATION E - SHORELINE EXEMPTION PERMIT CONSTRUCTION PLANS (BOUND SEPARATELY) CONTRACT DOCUMENTS ADVERTISEMENT FOR BIDS City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Sealed bids for the "West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project' will be received by the City of Bremerton at the office of the City Clerk of the City of Bremerton located in Bremerton City Hall, 345 6th Street, Suite 600, Bremerton WA 98337 until 10:00 am on December 20, 2017, and will then and there be opened and publicly read. Bid proposals received after the time fixed for opening will not be considered. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. The City of Bremerton reserves the right to reject any and all bids and to waiver informalities in the bidding. The following is applicable to federal aid projects: The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The description of work is as follows: West Belfair Valley Rd: Installation of approximately 7,070 LF of guardrail, pavement repair, 9,734 SY of high friction surface treatment (HFST), signing, and pavement markings on two segments of West Belfair Valley Road. Tracyton Beach Rd: Installation of approximately 1,370 LF of guardrail, pavement repair, 4,316 SY of high friction surface treatment (HFST), storm drainage, signing, and pavement markings on Tracyton Beach Road. Time for completion of this project is 60 Working Days. The Engineer's base estimate is approximately $1,150,000 to $1,450,000 City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -I HDR #10058164 November 2017 An Underutilized Disadvantaged Business Enterprise (UDBE) mandatory goal of 4% has been established for this project. The 4% mandatory goal applies to all work on the project. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on printer ARC (formerly known as Reprographics Northwest) website (www.e-arc.com). Go to hfp://www.e-arc.com/locations/219, click on the 'Enter Public Planroom' link and scroll down to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered from ARC. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at ARC in Tacoma, WA: 1(800) 337-8103; FAX (253) 272-4064; E-mail: tacoma.cs@e-arc.com. All questions in regards to this project shall be addressed to John Butler, P.E., project manager for the City of Bremerton, at: 360-473-2307 or John.Butler@ci.bremerton.wa.us. All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project. The City of Bremerton reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. The City of Bremerton is an Equal Opportunity Employer and hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises 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, sex, or national origin in consideration for an award. Published: Daily Journal of Commerce: 11/29/2017 and 12/11/2017 Kitsap Sun: 11/29/2017 and 12/11/2017 City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -2 HDR 410058164 November 2017 BIDDER'S CHECKLIST Bidder must execute and return with submittal: 1. LOCAL AGENCY PROPOSAL SIGNATURE PAGE (WSDOT FORM 272-036K) 2. SCHEDULE OF PRICES 3. LOCAL AGENCY PROPOSAL BOND 4. STATEMENT OF BIDDER'S QUALIFICATIONS 5. NON -COLLUSION DECLARATION (WSDOT FORM 272-0361) 6. UNDERUTILIZED DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION AND INSTRUCTIONS (WSDOT FORM 272-056U) 7. UNDERUTILIZED DISADVANTAGED BUSINESS ENTERPRISE WRITTEN CONFIRMATION DOCUMENT (WSDOT FORM 422-031 U) 8. LOCAL AGENCY CERTIFICATION FOR FEDERAL AID CONTRACTS (WSDOT FORM 272-040) 9. PROPOSAL FOR INCORPORATION RECYCLED MATERIALS INTO THE PROJECT 10. CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUES ADDENDUM 1 After the Contract is awarded, execute: 11. LOCAL AGENCY CONTRACT (WSDOT FORM 272-006A) 12. STATEMENT OF INTENT TO PAY PREVAILING WAGES 13. INSURANCE QUESTIONNAIRE 14. LOCAL AGENCY PERFORMANCE BOND (WSDOT FORM 272-002A) 15. LOCAL AGENCY PAYMENT BOND (WSDOT FORM 272-003A) .y City of Bremerton HDR #1 b058164 West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project November 2017 Bid Documents CD -2 LSI Agency Pra Signatur age The bidder is bereby advised that by signage of this proposal Ws& is have adc wledged all requile�ts and signed all certificates ccntamed bum A proposal guaranty in an amount of five percent (5.%) of the total bid, upon the approximate estimate of qua at the abore prices and m the fiarm as indicated is attached be reto: Cash ❑ In the Am=t at Cashie es Ctw& ❑ z bars Certified Check ❑ (S t Pa to the State Treasurer Proposal Bond ❑ In the Amcu r t of 5% of id Receipt is hereby acknowledged of addenehum(s) Ngo_ � Somiure of Authorized C�rdags) OwOw Firm State ofWashngion cWs License fro. Federal 0 No_ Note: (1) This sal form is not traffiferable and any al�ation of the firm's name a ntesed hereon r peJ�smu from the City of Datum will be cause far consAffing the iuegular and rejedicn of the bid (2) refer to section 1-02.6 of the standard specifications, re: "Preparation, of Proposal," or 4" ofthe Instruction to Bidders for building construction jobs. SR City of Bremerton West Belfoir Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -4 DoT FW. xn-o3act3 mrMi HDR #10058164 November 2017 Local Agency Proposal - Signature Page The bidder is hereby advised that by signature of this proposal heishe is deemed to have acknowledged allrequirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5!0) of the total bid, based upon the approximate estimate of quantifies at the above prices and in the form as indicatedbelow is attached hereto: Cash ❑ In the Amount of caswees ch -N* ❑ Dollars Certified Check ❑ f 1 Payable to the State Treasurer Proposal Bond the Amount of 5% of the Bid Receipt is hereby acknowledged of addendum(s) No.(s) & Signature of Authorized Official(s) f v4M, f Fum Name f X19 �S 111 S'?YLr(�T%o'� Address I / S /D N4e ,r7 "A �� 1610 C0 4 ver &JA !3 & & Ga Z , State of Washington Contractor's License No. o �, �� ` 3 d fn Federal lb No. �® ,.05/ VS -9 Z - Note: (1) This proposal formis not trans able and any alteration ofthe firm's name entered bereon without prior permission from the City ofBremerton will he cause for considering the proposal iuegular and subsequent rejection ofthe bid. (2) Please refer to section I-02.6 ofthe standard specifications, re: Preparation of Proposal," or "Article 4" ofthe Instruction to Bidders for building construction jobs. SR City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -4 DOT Fan 2Td-036Kff mrxm HDR #10058164 Novernber 2017 City ofBremerton West Belfair Valley Rd and Tracvton Beach Rd Innovative Safety HDR +10058164 Project November- 207 .7 Bid Documents CD -5 IN N N.N lD I CO i V m N V1 N A N W N N N Y N O Y Io r M Y V r m( Y U'I Y A Y W Y N YIY-ID IW V (Ol Y O Vt A W N Y O M 17, I� 00 0000 00 00 OD W 00 00 00 W W 00 W W W VI cn In V i V V N In A N Y Y Y N N ;o Y N Y O Y Y r r Y r Y Y Y Y Y Y Y Y Y Y Y Y Y O Y O N O Y 1 Opp I O OOpO mA A,'A(PIV1 O w O A O A O I pp O O ,o Z Cn Ln VI V1 cr) m 00 O m 00 n m V m V m m V Y m V m V in m V u, m V Y m V N m V Y n A n n w I w w V Y Bio z O W W cn N 25 m D z Z W -. 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O` Ut `liO J Im i� 0 SI �N �� N D r �'�•% W I�I• • I o City ofBremerton West Belfair Valley Rd and Tracvton Beach Rd Innovative Safety HDR +10058164 Project November- 207 .7 Bid Documents CD -5 �3 CD Go CC) Oy ul Do --A (j, Q1 cc U, Z -r- :L c 0-0 -'J t'j Z rj 03 Ul cc c- z' i Z M�c m 0 > c , il.� < 3 1 > 1 ;2 > m Ci,, iD r"I :� -c z n *i N w s X1 CD > —t > > X > > s�DC Qu fu Z rL r) CD ;Ln I v) > m < 0 K C n,i�T- 0 T CD CL 0 'j j X x X x x x con CD 0 CD C:) CL (II)A' #100-5b'164 We5i'Belfo i- Rd arc! b-a('y!on Beach Rd lnncvclnrv(,Sqfe^� P, ofec", Local Agency Proposal Bond IDTOWAU&Mq]3-'-'TPME?MOTIS,-i'batwe, MJ I.J. Hughes Construction, Inc. Of Vancouver, WA Upriwqa: and the -.'ravelers Casualty and Surety Company of America a carpw&txm dub- orgamzed mder the laws of the state of C-op'llecticut I and aufficroed to do business m the State af';Iashmgton, ;s va-try, me held and 6rmiybound =o the State of q'&shiWxn m the ffift and penal sum of Jim 1S percew ,- f the total uw= of the bid proposal of said principal Ecu the wad beremafter descnb& fix the px1ment of whw1L, weR and truly to be made, we bwd our heirs, ad=nstratcrs and assigns, and =xeswrz and assigns, firmly by these. presents. The Conit= of this omd is Mcr, that where= the prmcr* limm is berewith submitnng his or its sealed proposal for the f6flovnng highway construction, to wit: West Belfair'Valley Rd and Tracytor, Beacr, Rd innovative Safety Project said bid and proposai, by refismee thereto, being made a par bmwf NOW, TMMUORF, If the said proposal bid tmy mdd pcmapal be accepted, and the coat -ad be awarded to said pnnczpaL and if and pmcq)aL sb2ll dul - make and enter mto and exegete said coamwi and shall Kmmh bond as required b , the C91 of trtn u ithnr a period of twenty (20) drys firm and aft said award, emhmv of the *- of sur:;. xu-&A ten this obligation shall be uuU acid void, ofliem-w it dufl re=in and be in fids force abd effect W TESTDAON-Y WMEOF, Tire priompal mid surer., hack caused these pare mqs to be syma and WAW this 15th dxv of December 2017 14,1- Hukthes Construction, Inc Travelers Casualty and Sure(, Company of America LeiYKA. N"iev SR City of Bremerton West Belfair Valley Rd and Tracylon Beach Rd Innovative Safety Project Bid Documents CD -7 ,)OT =MM Z---M-IAEf HDR #10058164 November 2017 WARNING: THIS ROWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELERSFarmington 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. '224846 Certificate No. 006881953 KNOW ALL MEN BY THESE PRESENTS. That Farmington Casualty Company. St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Com -)any, 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 Lhe State of Connecticut, chat Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fideiity 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 T. E. Collins. and Leigh A. Penley of the City of LO[1 --V10Gt% State of Washin--7ton thea' true and lawful :Auornev!si-in-Fact. each in their separate capacity if more than one is named above. to ,ign, execute, seal and acknowledge any and all bonds, recoenizances, conditional undertakinzs and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons. guarantccing the performance of cnnc-acts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF. the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed. this 4th day of July 2016 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 United States Fidelity and Guaranty Company M�en,�,.. �r/yesu -X iFDmi /pica _mo.oatoga r�J� t o ! 1977 �� 4 f Z 4 arw�. 4 m ' am , <dyan � SELL of CONN. r , .. State of Connecticut City of Hartford ss. i By �= Ruhen L. Ramer. Senior Vice Pres. icor On this the day of July ?Olb . hcfore me personally appeared Robert L. Ranee. who ucknowled,ed himself to oe the Senior Vice President of Farmington Casualty Company. Fidet4v arid Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwr Iers_ Inc.. St. Pari 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 Mates Fidelity and Guaranty Company. and that he, as such. being authorized so to do, executed the forcgoiwQ instrument for the purposes therein contained by signing on behalf of the corporation, by himself as a duty authorized office;. G•T� _ In Witness Whereof, 1 hereunto set my hand and official seal. My Commission expires the 30th clay of June. 2021. AG # ` iN[aric C Ictreaulr. rotary Public 58440-5-16 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY iS INVALID WITHOUT THE RED BORDER, STATEMENT OF BIDDER'S QUALIFICATIONS Name of Contractor f' � - �—} ,�+e.S Co ' 5-�Y v,c4i o r-, 1.,\c Address 115 1) Q f\j 9,- S -7 -t-�. Telephone and Contact Person for this Bid ?J (o O r y ' 2 O 2� ) Number of years the contractor has been engaged in the construction business under the present firm name indicated:.— Z 0 -+ Gross dollar amount of work under contract: S �;DOC), 000 Gross dollar amount of contracts not completed $__ r �10D y 000 Type of work generally performed by Contractor: �L X GGt.`1GL oma+ f I -C174 C— ae'�01 c' Tr e,0J rvU4'J' List of five projects of a similar size and nature that have been completed by the contractor within the last ten years including the project name, year of construction, contracting agency contract phone number and the gross dollar amount of each project: Project Name Construction Agency Name Contact Name 7DollarAmount Year_ and Number wA to �t-i -752p 000 Fri irhoo► .. w 3(op -tvt9 - ISO, 851? -`M99 C-708 / z-01 t'oWS Z / "m;� uotiCAXZ42 C +c� FZ ( ars e 5 V son r3�o ?<I 'L (Lv 7`a�"r -,i32 1igS71 tab jTvF— Oto 1 CO -5.51 Z01 O - �6+1t 5-1 OF — 0507 -- GL E< YYtL t I' _ S t t�F i -it ;.._ �L� List of five major pieces of equipment which are anticipated to be used on this project by the contractor and note which items are owned by the contractor and which are to be leased or rented from others: i ��in,P..►r y5/ay4�d ���� cc.,�i�n J'-� S��m — ©LV/L2li� City o/ Bremerton West Belfair Valley Rd and Tracvton Beach Rd Innovative Safety Project Bid Documents CD -8 HDR 410058164 November 2017, STATEMENT OF BIDDER'S QUALIFICATIONS (continued) I i I Bank References: NW-�,.k..o►Y, t,¢.C:90(,,o- 3` -3 ---— How many general superintendents or other responsible employees in a supervisory position do you have at this time and how long have they been with this contractor? Have you changed bonding companies within the last three years?___ �'L, If so, why? (optional) Have you ever been sued by the client on any public works contract for a special district, municipality, county, or state government? ;,-o For what reason? Disposition of case, if settled: Washington State: Department of Labor and industries Workmen's Compensation Account No.: 7,35- O1 Department of Licenses Contractor's Registration No.: Employment Security Department Number:SS�(�� -00-5- Excise Tax Registration Number: IRS Employer Number: 1A0 ! OSI�- Percentage of work to be performed by General Contractor: _M3�.c� S CorS'�cvn l�C BIDDER By (signed) '- - TT E City of Bremerton West Belfair Valley Rd and i racyton Beach Rd Innovative Safety Project Bid Documents CD -9 HDR #10058164 November 2617 Failure to return this Declaration as part of the bid proposal package will make the hid nonresponsive and ineligible for award. t It NON -COLLUSION DECLARATION ' 1, by signing the proposal, hereby declare, under penalty of l perjury under the laws of the United States that the following statements are true and correct t 1 _ That the undersigned person(s), tam, association or c oporation has (have) not, either directly or indirectly, entered into any agreement, participated in any cotlusion, or otherwise taken any action in restraint of free empetitive bidding in correction with ttte project for which this proposal is submitted_ 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging activities calf - 1 -800-424-9071 The lf_S_ Department of Transportation (USDOT) operates the above tot 4me `hotline' Monday tttrottgh Friday, 8.00 a.m. to 5:00 p.m_, eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or outer fraudulent activities should use the 'hotline* to report such activities. The `hotline" is part of USDOTs continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General- All in€ormation will be treated confidentially nfidentialy and caller anonymity will be respected_ SR OOT Arm ZFZ-MO EF a7r" T City of Bremerton HDR 410058164 West Beljair Valley Rd and 1'racyton Beach Rd binovative Safeco Project Vrovemher 2017 /aid Documents CD -10 AIM M— MmIlington State Underutilized Disadvantaged Business AOF Department of TransPortatkin Enterprfte Utilization Certification To be eligible for Award of this Contract the Bidder shall 0 out and submik as a supplement to its seated Bid Prupasal, an Unidendilized Disadvardaged Buswess EnkgNise (UDEIE) Milizaban Certilicatioin. The Ccabacting Agency shall cardider as non-responsive and shall reject any Bid Proposal that does not contain a LME Uftwfim Garlificafim which prapeTfy dieux;cadrates that the Bidder will meet the UOSEparficilmrtion requirements inane of the manners provided lkw in he proposed ContraeL Refer to the intwbructions an Page 2 vfben finM md this forcer or the Bid may be reelected_ An example form has been provided on ftue 2- The suooesdLA BkkWs UDBE; UWmaEkin Gerifficakian shall be deemed a part of there5ulting Contact. MIBox T. certifies that the UDIBE Wins lisied b-olaw have been caniacled regarding parbciludwri an &s pnlec;L F this Bidder is successhd an this project and is awarded the C"dirack it shall assure that subcon&acts or sLq)* agreemefIt5 are executed with mmaied UDBEs- (it necessary. use additional sheets) Sax 2- WE:tm ESZLFAtIZ- JALOW ?Vemi F4#elp Sera r CCUM2 Cda= 3 4CdAffm 5 Name at UDBE Pi*edRm& Dear at Vftt it Ammrk to he AMId Tosard. U0 BE C -43W l04wre-'b L— I44;4OO,,tt 44'Oo-6,08 ! Qt��: Ca f35�c.�Ja UndenAhzed Disadvantaged Business J A3 —,,0-'1 -! Exterprise GondhnnotAwardCantractGoal ' '7%;x 3 5=4' 5 13y ctuddW Box 5 the ENdder is stir" that their attempts W solicit sufficient UOIBE paiticipaten to meet be COA Contract goW has been unsuccessful and good faith ~ will be mkinnifted in accoirdwre with Section 14)29 of the Contract DOT Fain 7cz-055U REASed 06=17 City qfBremertopi [IDR 9 f 0058164 West Belfarr Valley Rd and Tracvion Beach Rd Innovative Sajety, Project November ?017 Bid Documents CD -11 AM 7oWasUngton Statin Underutilized Disadvantaged Business Department of Tlranspartatian Enterprise Utilization Certification To be eligible for Award of fts Contract the Bidder shall M out and subnrx as a supplement to its sealed Bid Proposal, an Urdeniirad Disadvantaged Buisi ass Enterprise (LOBE) Utilizallion CePofisw6on" The Contracilng Agency shall wider as nonwesponsive and shell reject any Bid Proposal Out does not contain a ttDBE Utikudion CertifiVbe—en demonstrates ghat the Bidder will meet the UDBE parbcgm*m requirementsin one of the manners the proposed Contract" Reber to the i sbuehom an Page 2 when tsfng out this form or the Bid nI" example Sam has beet provided an Page 3" The successful Bidders UDSE Ubi®ticn Certir�tia part of the resulting Contract" Box 1: certifies that the UDBE firms listed below haveregarding participa�n air thnis project If this Bidder is suoee�ul on this project and is awarded teallassure that s� or supply agreenmes are exewied wilhh narnE� UDBEs& (If nec�ay. rse1�) Box 2: (SEM 1115111COMi) PIE IM&M—) staged Business of Award Contrail Goal aa[ 3 Color 14 I I Cahoon 5 Aniouffit to he w� Applied Towards UDBE Gael Tata) UDBE Commitment BOX 5 ey irg Box 5 the Bidder is stag that ttleir attempts to solicit sufficient UDBE participation to meet the CO antract goal has been ursu ul and goad faith effort will be submitted in accord rm with Secb -02.9 of the Contract DoT Farm 272 -MU <WASed 06=17 City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -11 HDR 410058164 November 2017 Instructions for Underutilized Disadvantaged Business Enterprise Utilization Certification Form Box 1: Name of Bidder (Proposal holder) submibYntg Bd. Box 2: Name of the Project Column 1: Name of the Lkxle uhlaed Disadvantaged Business Enterprise (UDBE). LOBE Farm can be found using the seardr tools under the Form Cerrifire6ion sedmon of the Diversity Management and Compliance System web page https:h wsdqt. divers tycx mnliance_c Repeat the name of the LOBE for each Project Role that will be pe' - Column 2 The Project (bole chat the UDBE will be performing as foiowr • Prime Conkacar Subcontractor Snbcmtracbw (Force Account) . Wont sable as Farce Account must be listed separately. Manufacturer Regular Dealer Work sublet to a Regular Dealer must be listed separately Regular Dealer status must be approved prior to Bid submittal by the Moe of Equal Opporiruity, Washi gton State Department of Transportaion. on each Contract Broker Work sublet to a Broker must be li s ed separately. List each project role to be performed by a single UDBE aKliAdually an a sate rvw(s). The role is used to determine what portion of the arnourtt to be subcontracted (Column 4) may be applied bmward meeting the goal (column 5). Cohimn 3: Provide a description of the work to be perk coned by the UDBE. The work to be performed must be consistent with the Certified Business Description of the UDBE provided at the Diversity Manage ne t and Compliance System web page t ^*Ws:,r.,wsdoi diversityoornpli,3nce_ com A Bidder srbleffM a portion of a bid item shat state '°Patiar and describe the Work that is included. • For example; 'Electrical (Partial) — Trenching-. 'Mobs zabon' will not be accepted as a desmpti m of Work - Column 4: List the total amount to be subcontracted to each UDBE for each Rgect Role they are perfw ning- Column 5: This is the dollar amount for each line listed in the eeraca bon that the prime intends b apply towards meeting the GOA Contract goal. It may be that only a portion of the amount subcontracted b a LOBE in Colum 4 is eligible to be credited toward meeting the goal See Note 1, Mote 2, Note 3- The Corrbadirg Agency will utilize the sum of this column (Bax 4) to determine whether or rot the bidder has met the goal. In the evert of an aritfwhelic error in summing column 5 or an error in asking appropriate reductions in the a"xxz is in column four, See Note 1, Note 2, Nate 3. then She mathematics will be corrected and the total (Baht 4) wiif be revised Nate 1: For Work sublet as Force Account the bidder may only clan W% of the amount subcontracted (Column 4) ink meeting the gaol (Column 5). This ahiormnaton sun® be used to demonstrate that the UDBE contract goal 6 me at the time that the bidder subrrols their bid. For example: amount sublet as force account = 5100.000 (Cobmn 4) to (S1 MODC X 5D%) = 550.000 (Cokam 5) b be appbied kmwds the goaL Nate 2: For Work sublet to a Regular Dealer toe bidder may or* claim SM of the cost of the materials or su ppies (cdumm 4) tovrards meebvrg the goat (Column 5)_ For ownple; Matte cost = $10D ODD (Column 4) equales to ($700,000 X W%) = S80.MG (Column 5) th be apptiect towards the goad Nate 3: For Work sublet in a Broker tie bidder okay only coos the fees paid to a Broker kmards meeting the goal (Column4}. For example.: amount sublet to a broker= S100.000 (Column 4) equates to ($100,000 X reasamadhle tee %) = i (Colum 5) to be applied towards the goal. Bax 3: Box 3 is the COA Contract goal which is the mimmurn required UDBE parScipa`m- The goal sorted in the Contract vAl be in terms of a dollar amount or a percentage in the Contract When expressed as a page you must multiply the percentage times the sum Intal of all bid items as submitted in the Bidders Pnipasai to determine the dollar goal and write it in Boot 3. In the event of an error in this box. the Contracting Agency hal revise the amount accordingly. Bax 4: Box 4 is the sum of the values in column 5. This value must equal or emceed the COA Contract gout arrorart written in Bez 3 or, Bunt 5: Check Bax 5 if insufficient UDBE Participation has beech achieved and a goad faith ~ is recluired. Refer to the subsection tiled. SelecSon of Sucoemhd BiddenGood Fad1h Effivic (GFE) in the Contract See the Ukadvaraged Baseness Enterprise Part�n specWicafioa in the Contract for more irfonnatkwL DOT Form 272-055U City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety HDR 410058164 Project November 2017 Bid Documents CD -12 AM _ MW O"W"Ont Of TrIllinverhmm Underutilized Disadvantaged Business Enterprise Utilization Certification To be eligible for Award of this Contract the Bidder shag fill otk and subrtrZ as a supplement to its sealed Bid PrQpsissal, an Underutilized Disadvantaged Business Enterprise (LOBE) Utilization Certification_ The Contacting Agency shall cormder as nurt-resports#+e and shall reject any Bid Proposal that does not contain a DOBE Utilization GertifKabon which property denonstnrtes that the Bidder will meet the LUBE participation regtirernents in one of the manners provided for in the proposed Contract. Reller to the wistruetions an Page 2 when §Mmg out this form or time Bid may be rejeeied. An exarriple force kas been provided an Page 1_ The successful Bidders UDBE Utilization Certification shall be deemed a pat of the resulting Contract_ Box i: A Phis Ca nst uctk t Cif mM certifies drat the UDBE Tums listed below have been contacted regarding participation on this protect_ N this Bcdctef is sucaesskd an this project and 6 awarded the Contract. it shag assize UW Std or supply agreenierts are executed with nenwd UDOEs. (if necessary. use additional sheets_) Bax 2- US 395 Spokane Cit}r Lumts to Stgwms Ca!ft Lim - Pavinn and Safety Cdewr 1 l l r ©f UDBE (see t151111CO6) Gahm 2 Project Role (sec tra; LMS) Column 3 Description of Yrartc (3- Vis) Colwm 4 Amount Submiriacted to UDBE lSeE Gainer 5 Araovat to be Applied Towards Goal tom) A Plis Ckizilroufim Cour P 4*Mft-d—P—&apid[>n"M91d-d-6 Mill . n111ir WA 900im it Its Sicaiwti 1msammkocoff T� Crich Mai -Mg 20;000 10.000 TE an 1i SWUWK the abre-�1—L PMzlsmr, hmpm" Wig, carmabm rg ism 28000 200A00 no EM, Gap. LLC BaeibWD.iic omadalrrd �Mt modm 1000 00 60000 Ophiiiiii ParmaTrodmff. Silmokniaw D—pDzd&g 50.000 50.000 br uavoaL 111:1 3dMMhGWW Davol tom. 75.000 75.= ism Uir Caedot Ca Sohn 1— Gmkd tib Mary 6rix mi wardw amilbw 13.000 270 -W NL X436 4P I Underutilized CWadvstiged Business 356.968.16 Tcai UDBE C.orrunihnerd 1,29-%250 ErMMmise Condili rofAwardtartGael &M3 waxd 5 E] By checking Belk 5 the Bidder is stating ilial UWif aklemOs is solicit stiff UDBE pantie OhM 111 meet the COA Contact goal has been unsuccessful and good bM ego t will be submited in accordw= wih Section 1412.9 of the Cordmct MW-.-_-- V._;71ti City of Bremerton West Bedfair Valley Rd and Tracyton Beach Rd Innovative Safety HDR #10058164 Project November 2017 Bid Documents CD -13 Underutilized Disadvantaged Business p ��„ Enterprise (UDBE) Written own Confirmation Document Sm Contract Provisions: UDBE Lkxw mt Submittal Disad►meiaged Basin= EhMrpriss Participation THIS FORM SHALL ONLY BE SUBMITTED TO A UDBE THAT IS LISTED ON THE CONTRACTOR'S UNDERUTILIZED DISADVANTAGED BUSINESS ENTERPRISE UTUJZATTON CERTIFICATION" THE CONTRACTOR SHALL COMPLY PART A PRIOR TO SENDING TO THE UDBE_ PART A: To be gnWkted be the bidder The a below shaU be consastmt with what is shown an the Bidder's Undatdiliz ed Din EknLnm Emprise Utilization CAfflifieation. Faihffe, to do so will result in Bid rejection. j Ca ahact Tide: UDBFs Business Description ofUDBE's Woak: Amami to be Applied Towards UDBE Goal: Amount to be Suhcontricled to UDBE': •010,111+a rea As an >azthnnaed iepesmlative of the Underaftlized. Busimm Epp nse, I cow that we have been contacted by the Bidder with regard to the project for the propose of perf�g the What descnbed above" If the Bidderis awa>�d the we will effiea into an agreement with the Bidder to participate in the project consistent with the " provided in the Bidder's Undemtilized Disadvantaged B, s Enterprise Utilization Ce tifica _ Name (prim}: Sigmdme: Title: Address: oorr-GFM 422-a3l U ROUNWOUM17 Date. City of Bremerton HDR #10058164 West Belfair valley Rd and Tracyton Beach Rd Innovative Safety Project November 2017 Bid Documents CD -14 Underutilized Disadvantaged Business of TMOROWto"M Enterprise (UUBE) Written Confirmation Document See Contract Praywonr_ UDBEDocuw*wt&bmhW1Rsgm6rmw& Dtsadvantngad B=bwss Enterprise Pmrcipab-n TMS FORM SHAU ONLY BE SUBMUM TO A UDBE THAT IS LISTED ON THE CONTRACTOR'S TJ-MERUTff]7ID DISADVANTAGED BUSINESS ElfrERPRTSE UTILIMTTQN CRRTIFICATTON_ THE CONTRACTOR SHALL COMPLFrE PART A PRIOR TO SENDING TO THE UDBE. MRTA: To be completed by the:hMer The ewnes below shall be consistent with what is shown on the Biddex's Undaatilized Disadvantaged Business Eatexpnae Uti =fton CmtificatiomFailure to do so will rzsult m Bid rejection. Contra,ciTi ie: VJe4 &t4c Qctlk ,?,-- -_-C—,� t Bidder's Buse Ir=e UD$E's Busiae9s Name_ l // A+ wo(k-5 l..t—C I andUDBE'sWb* Amornt to be Applied Towards UDBE OoaL Arnot to be Subcor&acted to UDBE#: •off Rao PART B.. To be completed by the Underaffwz d D isadF-:uEa}ed BasinessEnterprise As as authorized represent6ve of the Underothzed. DuadvxnUged 8usmess Fxterpnse; T canmm that we have been cors acted by the Bidder with zegard to the refizeaced. project for the purpose of pefoumang the Word: descxdxed above_ if the Bidder n awarded the CantmM vee vein eater into an agmement with. the Bidder to pante m the Majed cmastent with tare infcnmation provided in the Bidder's UndeaWL- ed Disadvantaged Business E texprise Uh7i mdom Cafificatian- Name iprin -. Sipatiu e_ Title: Ate: VDTFom1422-437 U' ft;& eq aermn City of Bremerton West Be fair Valley Rd and Tracyton Beach Rd Innovarve Safety Project Bid Documents CD -14 >#Ve Tom: / Z - Zo -1 7 HDR #10058164 November 2017 Local Agency Certification for Federal Aid Contracts The prospective participant certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or aging to influence an officer or employee of any Federal agency, a Member of Corless, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant loan or cooperative agreement- (2) greement (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Foran -LLL, 'Disclosure Form to Report Lobbying," in accordance with its instructions. This certification is material representation of the fact upon which reliance was placed when this transaction was made or entered into_ Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S_ Code_ Any person who fails to Be the required certification shall be sutgect to a civil penalty of not less than $10,000 and not more than $100,000 fox each failure. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in ail knwer tier subcontracts. which exceed $100,000 and that all such subrecipients small certify and disclose accordingly_ SR City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -15 OOT Fran zrz-meat EF an -ml I HDR #10058164 November 2017 sem.. APWA-WA Di+Asion 1 committee /rev- 11/20/15 Proposal for Incorporating Recycled Materials infttm Project In compliance with a new law that went into effect January 1, 20 (SHB1695), the Bidder dug propose below, the tots percent of construction aggregate materials to be Incorporated � the Pr that are recycled malenals- p mcentages must be within the amanita allowed in Section 9-0321(1)E, Table on M Aiawable Percent (By Weight) of Recycled Wil, of the 5tardard Specifications - Proposed total percer e: percent Nage: Use of recycled materials is tvgfdy encmffg#d M tan bre Farms shower above, but does not consfitute a Bkkfer Preference, and wiR not the determination of award, unless two or more kmvst responsh e M togs are exactly in wtrictr cam prupowd recycft percentages will be used as a tie hreal6erI the APWA (SSP in Sectbn 1-02 6 of the Specie/ ProvisionsRegardless, the Bedders proposed percentages wtr4 becc>.ne a goat etre Contractor stroutd do its best to Bidders walf be required to report an recycled materials achm9y kx wporefed into in accordance with the APWA GSP in Section 1-06 6 of the Special Provisions.. Bidder- Signature idder Signature of Authorized Date: City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -16 HDR #10058164 November 2017 sem+=- -�- • APWA-WA Division 1 committee rev- W20nS Proposal for IncorporalkV Recycled Materials into the Project In compliance *fth a new law that weft into effect January 1, 2016 (SHB1695), the Bidder small propose below, the total percent of construction aggregate and cona mater4ats to be incorporated ir>eo the Project Oiat are recycled mal3enials. Calculated percentages must be within the amounts allowed in Section 9413-11(1)E, Table on Maximum Allowable Percent (By Weight) of Recycled Materml, of fie Standard SpeciliCatians. Proposed total percentage: � percent Note: Use of recyckd materials is higNy encouraged Nmun rhe knits shown above, but does not constifule a Bidder Preftrence, and wiff not ailed the odatermination of award, unless hvo or more lowest responsive Bdd totals are exactly eo* in which case proposed recyofg percentages wN be used as a tie-fireaker, per the APWA GSP in Secffon 1-026 of the Special Provw.uns_ f*gwddess, the Bidder's stated Pmpowd Percentages wN become a" the Carle actor shoudd oto its best too accomplish_ Bkdders wit be req fled to report on recycled nNtM78fs actualy incorporaknd ,into the Project, in accmdarmee Wth the APWA GSP in Section 1-06.6 of the Special Provisions Bidder_ ! t *A,,Ikes CjV1!OYKG_1`o<N %A t}wuff Signature of Aued C dal: '7 - Date: -Date: City of Bremerton West Belfair Valley Rd anti Tracyton Beach Rd Innovative Safety FIDR #10058164 Project Xovember 1017 Bid Documents CD -16 Local Agency Contract THIS AGREEMENT, made and entered into this day of 32018 . between the City of Bremerton under and by virtue of Title 47 RCW, as amended and MJ Hughes Construction hereinafter called the Contractor. WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: The Contractor shall do all work and furnish all tools, materials, and equipment for: West Belfair Valley Road and Tracyton Beach Road Innovative Safety Project in accordance with and as described in the attached plans and specifications, and the standard specifications of the which are by this reference incorporated herein and made part hereof and, shall perform any changes in the work in accord with the Contract Documents. The Contractor shall provide and bear the expense of all equipment, work and labor, of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in these Contract Documents except those items mentioned therein to be furnished by. 11. hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same in accord with the attached plans and specifications and the terms and conditions herein contained and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices at the time and in the manner and upon the conditions provided for in this contract. SR City of Bremerton DOT Form 272-006A EF West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety 07/2011 Project Bid Documents CD -18 1II. The Contractor for himself/herself, and for his/her heirs, executors, administrators, successors, and assigns, does hereby agree to full performance of all convenants required of the Contractor in the contract. IV. It is further provided that no liability shall attach to the State by reason of entering into this contract, except as provided herein. IN WITNESS WHEREOF, the Contractor has executed this instrument, on the day and year first below written and has caused this instrument to be executed by and in the name of the day and year first above written. Executed by the Contractor Q Contractor) Local Agency: City of Bremerton Title: Mayor By: -- W. -- -- Date: r tow L/ SR City of Bremerton DOT Form 272-006A EF West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety 07/2011 Project Bid Documents CD -19 `Kft ww jmda 0"902-5335 ,4 .cT ir.neve pig . nsimtyp aetbeedapmadinink . 3Y a eU idle r tie fra iMie rdmwa W weiecfia bee id[acfirti- • A® edar a a® d10 nodjjg Begs 5a pracee . 00M epgmoed, rw I= io71 be posted mime ;t { STATEMENT OF INTENT TO PAY PREVAILING WAGES Fubk Werb Cash -wt 540.00 Mag Fee &quimd btmt ID # Vadglred by L&] N071CG t V'Ii.. n.eratfs r a or d.rertat rfita.4p.h 1'17�IaM.�HCPf }f.Ri..#"!e'0�+'" }.a •tsa�pir Wr � YM5 tl;CR'3i.O11?CJ .ai4wAir »a aaact kia y.re.YYnv of Pfaen afhN +rtu ywe wet i It. a n.ii•dia iW 6 miy • wMae. Ts ST(e 2BiS.1AY./ar i a.1 wiW.r •ice tW Lm.l y�OQ4� amu[ a(I(irefb Pay Pwrait�g Wyta�Q9-'dH T City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety HDR #10058164 Project November 2017 Bid Documents CD -19 Local Agency Performance Bond PERFORMANCE BOND to [City of Bremerton Bond No- or County], WA 106829814 The dGlc of Bremerton ff Cbunbd Was woon 1[0tlr or Coui*A has awarded to M.J. Hughes Construction. Inc. (PrP) a conked for Mo oarrthchon d Ow taajed as West Belfair Valley*.die* In and LiveTraSafety Beach Rd NO- 315003 • in P�m1 Washnpian (Cotadl and Said P►ihoPs is requred b Swish a band for pubamance caw Innovative Safety Project us underBhe Conbaa. Travelers Casualty and Surety The Principal. and Company of America (seredyj, a mpaafic oder the laws d6e S1de at Connecticut and foensed b do business in the State of VlWhigion as suegc ad nared it to arnerut list d'Suety COmpaies Acceptable in Federal Barb I "as pubfdred in the Federal PAWslerby to Aust Stag Bureau of Awo rds. U.S. Treasury DepL, are joi* ad severally Held and fonfy bcud to the fCky or Courid in the am d One Million One Hundred Forty -Nine Thousand Seven Dollars (3 1,149,761.05 ) Tolal {:Octad Anwu it ninjed b the pronrsiochs toren. Thm stahfwy perkarraroe bond sd benne null and wood, if and when to PnOmq al, ft hers. eemdoM administamrs srccessoM or ass9m shoo well and tailtfully pe form all of the Prixdpafs abiprYons under lire Catad ad tiffs all len. and mrd0or6 of at drfy ad wriad nnr-firsiu6 adddivcs and dhages to said Cartad to mW haeallm be node, at V e time and in Ow non er herein Woollsed: and if such performance abigabons hae not been Muted, tun band shat r amm in foam and eRed. The Suety far value re, ihua apees tut no du qp. eI iorh of `me, ahatafon oraddiitim b to tears of to Cankaet the speciti abons acoonWaryM the Contact or to the work b be pefanred under the Cantad shat in ary way ailed its abiaabon on this bond. and wakes nakoe d any charge, eda i d &M atheraim cr addliah b 6e labs d the Conrad a the wart performed. The Sue* apses that rnodficabans and cages b the temps and eandrtiahs of to Cartaet tut Ow eafe the ftoW amouf b be paid the principal sd a tornatimty rxaease the atiipbm of be Surely an &m band and notice to Sur* is not regried forsuch ncceawal abipoouh. This band may be erearld in two (2) arrpna l cour dapats, and sd be sipod by the paries' duly audxmmd atBoes Thm bond wi anty be accepted f it is aoounpauied by a tAy eoem*W and arig"rul power atadonney for the dboe eroeaArg an behalf of He aiety. PROCIPAL M.J. Hughes Co struction, Inc. Polled Name Dake Tdde SIMM Travels s C"ltalty and Surety Company of America -�- a is TJ ysi owe Leigh A. Penlcy January 24th, 2018 Prinked Name Dal Attomey-In-Fact Title Mame. address. and llephare d local atfice4pent of Surety Cor pay 6: Brown & Brown Northwest 950 12th Avenue, Suite 250 Longview, WA 98632 (360)353-9509 Approved as b farm: (City or County] Ailorney, (ICigr of or Cardyl Dar Fe" srr-GWA ff whom City of Bremerton West Belfair Valley Rd and Tracvton Beach Rd Innovative Safety Dal HDR #10058164 Project November 2017 Bid Documents CD -21 INSURANCE QUESTIONNAIRE NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED AND ATTACHED TO THE CERTIFICATE OF INSURANCE For M.J. Hughes Construction, Inc. (Name of Insured) Project Name West Belfair Valley Rd and Tracyton Beach Road Innovative Safety Project Project Owner City of Bremerton ARE THE FOLLOWING COVERAGES AND/OR CONDITIONS IN EFFECT? YES NO The Policy form is ISO Commercial General Liability from CO 0001 r CG 00 02 (circle one). If NO, attach a copy of the policy with X required coverage clearly identified. Products and Completed Operation coverage. X Cross Liability Clause (or equivalent wording). X Personal Injury Liability (wkkxx i%)exxxWx3di* idlkjcd). X Broad Form Property Damage with X, C, U Hazards included X Blanket Contractual Liability coverage applying to this Contract X Employers Liability — Stop Gap X Deductibles or SIR's GL $5,000 AL $0 Excess $10,000 Insurer's Best Rating GLA (Excellent) XV AL A (Excellent) XV Excess A (Excellent) XV This Questionnaire is issued as a matter of information. This Questionnaire is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies indicated on the attached Certificate of Insurance. Brown & Brown Northwest Leigh Penley Agency/Broker Com I ed by (p 'nt ope) 2701 NW Vaughn, Portland OR 97210 idA� Address Compl ted I (signature) Craig Payne 503-219-3267 Name of Person to Contact Telephone Number City of Bremerton HDR #10058164 West Beltair Vallee Rd and Tracyton Beach Rd Innovative Safety Project November 2017 Bid Documents CD -20 Local Agency Payment Bond - HVvway Conshuctj m PUBLIC WORKS PAYMENT BOND to (City of Bremerton or CountyL WA Bona No- 106829814 The fCibv of Bremerton w Cartd Wa Rion UC*y or Cain has awarded to Rd and Tracyton Beach Rd M.J. Hughes Construction, 1nc.(P*K#w), a oadrad for the ciinsilruchon of the project dresigoated as West Belfair Valle' •�� Innovative Safety Project No- 315003 n Por�anj Wastigbn (Canlra4 and said P riw#W iseeyu.ad oder. the kers of Ort Contact b knhisfh a paynrer '-- accord -ih Tdle 30.08 Remised Code of WaNrigEon iRCM and (r me appirahie) x028 RCW. Travelers Casualty and Surety The Film >f, ad Company of America p relp), a coirperrabon agaioed underthe bw of the Slab of Connecticut and icersed b do bus hess in he Stale of Wadregbn as surety ad unarmed in the current W d'Suety Companies Aooepta6le in Federal Bards as pubFdwd in the Federal Register btu the Audit Staff Bureau of A000uds. U.S. Treasury Dept., are and ��Hold and 6otrd b the or n he surd of One Million One Hundred Forty -Nine Thousand Seven �� ( �]• Hundred Sixlv One Dollars and Five Cent Lis Dobm(S 1.149.761.05 ) Tod Cw*ac ArndshtC subject b the POA50M hereWL This statinbry payrnent band skA become nor and void, if and when the Principal, ft heirs, erealntds, adrinn sba0ors. successors, or assigns shad pay ad persons in acoordance with RCW 30.08.30.12, and 90.28 ihdudrg ad workers, Nboms. rnedwacs. subcontrad"s, and nuYwiarthen, and al person who anal supoy such odrtiarior or 9beariacior wdh pmhreous and shppfies for he canwV an of such work, and air taees ironed on said Cornhra t under Titer 50 and 51 RCW and ad tares imposed on the Pmopd oder Tie 92 RCW; and rf such paynhent abfgaYos have not been k/lied, In bond shad reran in fd force and effect The Surely for vaine received agrees Out no dhage, eAer win of tire, alteration or addition to the tams of the Contract the speaicallios aomnpayiq the Corhkati or to One work b be perk n. under the Conrad shat iin ally way allied its dbigaion an his band. and waives notice of any charges, ehcensian of time. afheration or addition to tie tams of the Contractor One wort p llonrhed. The Surety agrees that rnodhfcabans and charges in 1he ems ad additions of the Cerntram bat nonease One bd amount to be paid the Pnr4W l shat aulorrutiraly noeax be obligation of he Surely on Onix bond and. b Surety is not required for such �� obfigaY'm. This bond may be eswmned in two (2) original muntaparis, and shad be signed by the parties' duty Whozied oRoas. This bond wl only be accepted A it is a000nga ved by a ** executed and orgnal power of atbrey for the office eveatig on behaff of Ore surely. PfawtPAL M.J. Hughes Co truction, Inc. Dale Prnninad Nene AA Dake Title Travelers Cas ]ty and Surety Company of America sgn Date Leigh A. Penley January 24th, 2018 Prihad Name Date Attorney -In -Fact Tice Na". address, and Wephohe of beat oRrodage nt of Suety Compaq is: Brown & Brown Northwest 950 12th Avenue, Suite 250 Longview, WA 98632 (360)353-9509 Approved as b fomic (cxy or C -M Audrhey. NCity of or Caatyl OOT :an Zrl M3A EF as2m City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd InnovativeSafety, HDR HDR #10058164 Project November 2017 Bid Documents CD -22 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER •A► 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. 224846 Certificate No. 0 0 6 8 8 1 9 5 8 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 T. E. Collins, and Leigh A. Penley of the City of Longview , 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 permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this day of July 2016 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 8th St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company o '6 MCQ9PDRATEO a T l vognrc%o 3W�:ca%'I4A gg•n. 35 `o: w CONN. 9t, �CONNF N 1896 a° b ti aS// ass AL,io, �e::.SEAL ,'3 ° o bA ......... State of Connecticut City of Hartford ss. Byc.. Robert L. Raney, Senior Vice President On this the 8th day of July 2016 , 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. G•T� In Witness Whereof, I hereunto set my hand and official seal. W w" 1. • My Commission expires the 30th day of June, 2021. �t/BU� * Marie C. Tetreault. Notary Public 58440-5-16 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER R 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 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, 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 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 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 in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this ,\ day of Q q L&-cLrq 20 L. 4e- ' (5r - Kevin E. Hughes, Assistant Sec Lary GASUA�� � Jy FIFE 4�y \~H' �M :P,� INSUq`+., Jp�TV Akps IM�WRE�Y �Y"'Yl ti .� ms 'I ATE,6� +Pi pPONAT'1^i ",[ SEAL:'it CONN. o° Coxt� R .o N bey � tiN+ �! 1� stisG °€ �,�........:'•t' s••. > c �,`�.�.+.-r� �'' dc' 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. IS INVALID Certification of Compliance with Wage Payment Statutes The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (November 29, 2017), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Bidder's B siness Name Signature of Authoriz�-A Official* Printed Name Title Date--------- ------ City Check One. Sole Proprietorship ❑ Partnership ❑ Joint Venture ❑ 0 State Corporation U! 1 State of Incorporation, or if not a corporation, State where business entity was formed: If a co -partnership, give firm name under which business is transacted: * If a corporation, proposal must be executed in the corporate name by the president or vice- president (or any other corporate officer accompanied by evidence of authority to sign). if o co- partnership, proposal must be executed by a partner. City of Bremerton HDR #f 10058164 West Belfdir Vallev Rd and Tracyton Beach Rd Innovative Safely Project November 2017 Bid Documents CD -23 II. AMENDMENTS TO THE STANDARD SPECIFICATIONS 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2016 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. Section 1-01, Definitions and Terms August 1, 2016 1-01.3 Definitions The following new term and definition is inserted after the eighth paragraph: Cold Weather Protection Period — A period of time 7 days from the day of concrete placement or the duration of the cure period, whichever is longer. Section 1-02, Bid Procedures and Conditions June 1, 2017 1-02.4(1) General The first sentence of the last paragraph is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business on the Thursday preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. 1-02.6 Preparation of Proposal In this section, "Disadvantaged Business Enterprise" is revised to read "Underutilized Disadvantaged Business Enterprise", and "DBE" is revised to read "UDBE". 1-02.9 Delivery of Proposal The last sentence of the third paragraph is revised to read: The Contracting Agency will not open or consider any Proposal when the Proposal or Bid deposit is received after the time specified for receipt of Proposals or received in a location other than that specified for receipt of Proposals unless an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received. The following new paragraph is inserted before the last paragraph: If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 receipt of bids as specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. 1-02.12 Public Opening of Proposals This section is supplemented with the following new paragraph: If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be opened at the time indicated in the call for Bids the time specified for opening of Proposals will be deemed to be extended to the same time of day on the first work day on which the normal work processes of the Contracting Agency resume. 1-02.13 Irregular Proposals In this section, "Disadvantaged Business Enterprise" is revised to read "Underutilized Disadvantaged Business Enterprise", and "DBE" is revised to read "UDBE". Section 1-04, Scope of the Work June 1, 2017 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda The following new paragraph is inserted before the second to last paragraph: Whenever reference is made in these Specifications or the Special Provisions to codes, rules, specifications, and standards, the reference shall be construed to mean the code, rule, specification, or standard that is in effect on the Bid advertisement date, unless otherwise stated or as required by law. 1-04.3 Reference Information This section is supplemented with the following new sentence: If a document that is provided as reference information contains material also included as a part of the Contract, that portion of the document shall be considered a part of the Contract and not as Reference Information. 1-04.4(2)A General Item number 4 in the third paragraph is revised to read: 4. Provide substitution for deleted or reduced Condition of Award Work, Apprentice Utilization and Training. Section 1-06, Control of Material August 7, 2017 This section is supplemented with the following new section and subsections: 1-06.6 Recycled Materials The Contractor shall make their best effort to utilize recycled materials in the construction of the project; the use of recycled concrete aggregate as specified in Section 1-06.6(1)A is a requirement of the Contract. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 The Contractor shall submit a Recycled Material Utilization Plan as a Type 1 Working Drawing within 30 calendar days after the Contract is executed. The plan shall provide the Contractor's anticipated usage of recycled materials for meeting the requirements of these Specifications. The quantity of recycled materials will be provided in tons and as a percentage of the Plan quantity for each material listed in Section 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material. When a Contract does not include Work that requires the use of a material that is included in the requirements for using materials the Contractor may state in their plan that no recycled materials are proposed for use. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier). The Contractor's report shall be provided on DOT Form 350-075 Recycled Materials Reporting. 1-06.6(1) Recycling of Aggregate and Concrete Materials 1-06.6(1)A General The minimum quantity of recycled concrete aggregate shall be 25 percent of the total quantity of aggregate that is incorporated into the Contract for those items listed in Section 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material that allow the use of recycled concrete aggregate. The percentage of recycled material incorporated into the project for meeting the required percentage will be calculated in tons based on the quantity of recycled concrete used on the entire Contract and not as individual items. If the Contractor's total cost for Work with recycled concrete aggregate is greater than without the Contractor may choose to not use recycled concrete aggregate. If the Recycled Material Utilization Plan does not indicate the minimum usage of recycled concrete aggregate required above, or if completed project quantities do not meet the minimum usage required, the Contractor shall develop the following: A cost estimate for each material listed in Section 9-03.21(1)E that is utilized on the Contract. The cost estimate shall include the following: a. The estimated costs for the Work for each material with 25 percent recycled concrete aggregate. The cost estimate shall include for each material a copy of the price quote from the supplier with the lowest total cost for the Work. b. The estimated costs for the Work for each material without recycled concrete aggregate. The Contractor's cost estimates shall be submitted as an attachment to the Recycled Material Utilization Plan, or with the Reporting form. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Section 1-07, Legal Relations and Responsibilities to the Public August 7, 2017 1-07.1 Laws to be Observed The second paragraph is deleted. In the second to last sentence of the third paragraph, "WSDOT" is revised to read "Contracting Agency". 1-07.2(2) State Sales Tax: WAC 458-20-170 — Retail Sales Tax The last three sentences of the first paragraph are deleted and replaced with the following new sentence: The Contractor (Prime or Subcontractor) shall include sales or use tax on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project, in the unit bid prices. 1-07.3(1) Forest Fire Prevention This section is supplemented with the following new subsections: 1-07.3(1)A Fire Prevention Control and Countermeasures Plan The Contractor shall prepare and implement a project -specific fire prevention, control, and countermeasures plan (FPCC Plan) for the duration of the project. The Contractor shall submit a Type 2 Working Drawing no later than the date of the preconstruction conference. 1-07.3(1)A1 FPCC Plan Implementation Requirements The Contractor's FPCC Plan shall be fully implemented at all times. The Contractor shall update the FPCC Plan throughout project construction so that the plan reflects actual site conditions and practices. The Contractor shall update the FPCC Plan at least annually and maintain a copy of the updated FPCC Plan that is available for inspection on the project site. Revisions to the FPCC Plan and the Industrial Fire Precaution Level (IFPL) shall be discussed at the weekly project safety meetings. 1-07.3(1)A2 FPCC Plan Element Requirements The FPCC Plan shall include the following: The names, titles, and contact information for the personnel responsible for implementing and updating the plan. 2. The names and telephone numbers of the Federal, State, and local agencies the Contractor shall notify in the event of a fire. 3. All potential fire causing activities such as welding, cutting of metal, blasting, fueling operations, etc. 4. The location of fire extinguishers, water, shovels, and other firefighting equipment. 5. The response procedures the Contractor shall follow in the event of a fire. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Most of Washington State is covered under the IFPL system which, by law, is managed by the Department of Natural Resources (DNR). It is the Contractor's responsibility to be familiar with the DNR requirements and to verify whether or not IFPL applies to the specific project. If the Contractor wishes to continue a work activity that is prohibited under an industrial fire precaution level, the Contractor shall obtain a waiver from the DNR and provide a copy to the Engineer prior to continuation of work on the project. If the IFPL requirements prohibit the Contractor from performing Work the Contractor may be eligible for an unworkable day in accordance with Section 1-08.5. The Contractor shall comply with the requirements of these provisions at no additional cost to the Contracting Agency. 1-07.8 High -Visibility Apparel The last paragraph is revised to read: High -visibility garments shall be labeled as, and in a condition compliant with the ANSI/ISEA 107 (2004 or later version) and shall be used in accordance with manufacturer recommendations. 1-07.8(1) Traffic Control Personnel In this section, references to "ANSI/ISEA 107-2004" are revised to read "ANSI/ISEA 107". 1-07.8(2) Non -Traffic Control Personnel In this section, the reference to "ANSI/ISEA 107-2004" is revised to read "ANSI/ISEA 107". 1-07.9(2) Posting Notices Items 1 and 2 are revised to read: EEOC - P/E-1 (revised 11/09, supplemented 09/15) — Equal Employment Opportunity IS THE LAW published by US Department of Labor. Post for projects with federal -aid funding. 2. FHWA 1022 (revised 05/15) — NOTICE Federal -Aid Project published by Federal Highway Administration (FHWA). Post for projects with federal -aid funding. Items 5, 6 and 7 are revised to read: 5. WHD 1420 (revised 02/13) — Employee Rights and Responsibilities Under The Family And Medical Leave Act published by US Department of Labor. Post on all projects. 6. WHD 1462 (revised 01/16) —Employee Polygraph Protection Act published by US Department of Labor. Post on all projects. 7. F416-081-909 (revised 09/15) — Job Safety and Health Law published by Washington State Department of Labor and Industries. Post on all projects. Items 9 and 10 are revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9. F700-074-909 (revised 06/13) — Your Rights as a Worker in Washington State by Washington State Department of Labor and Industries (L&I). Post on all projects. 10. EMS 9874 (revised 10/15) — Unemployment Benefits published by Washington State Employment Security Department. Post on all projects. 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan The second sentence of the first paragraph is deleted. The first sentence of the second paragraph is revised to read: The SPCC Plan shall address all fuels, petroleum products, hazardous materials, and other materials defined in Chapter 447 of the WSDOT Environmental Manual M 31-11. Item number four of the fourth paragraph (up until the colon) is revised to read: 4. Potential Spill Sources — Describe each of the following for all potentially hazardous materials brought or generated on-site, including but not limited to materials used for equipment operation, refueling, maintenance, or cleaning: The first sentence of item 7e of the fourth paragraph is revised to read: BMP methods and locations where they are used to prevent discharges to ground or water during mixing and transfer of hazardous materials and fuel. The last paragraph is deleted. Section 1-08, Prosecution and Progress June 1, 2017 1-08.1 Subcontracting The eighth and ninth paragraphs are revised to read: On all projects, the Contractor shall certify to the actual amounts paid to all firms that were used as Subcontractors, lower tier subcontractors, manufacturers, regular dealers, or service providers on the Contract. This includes all Disadvantaged, Minority, Small, Veteran or Women's Business Enterprise firms. This Certification shall be submitted to the Engineer on a monthly basis each month between Execution of the Contract and Physical Completion of the Contract using the application available at: https://wsdot.diversitycompliance.com. A monthly report shall be submitted for every month between Execution of the Contract and Physical Completion regardless of whether payments were made or work occurred. The Contractor shall comply with the requirements of RCW 39.04.250, 39.76.011, 39.76.020, and 39.76.040, in particular regarding prompt payment to Subcontractors. Whenever the Contractor withholds payment to a Subcontractor for any reason including disputed amounts, the Contractor shall provide notice within 10 calendar days to the Subcontractor with a copy to the Contracting Agency identifying the reason for the withholding and a clear description of what the Subcontractor must do to have the withholding released. Retainage withheld by the Contractor prior to completion of the Subcontractors work is exempt from reporting as a payment withheld and is not included in the withheld amount. The Contracting Agency's copy of the notice to Subcontractor for CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 deferred payments shall be submitted to the Engineer concurrently with notification to the Subcontractor. 1-08.1(1) Prompt Payment, Subcontract Completion and Return of Retainage Withheld In item number 5 of the first paragraph, "WSDOT" is revised to read "Contracting Agency". The last sentence in item number 11 of the first paragraph is revised to read: The Contractor may also require any documentation from the Subcontractor that is required by the subcontract or by the Contract between the Contractor and Contracting Agency or by law such as affidavits of wages paid, and material acceptance certifications to the extent that they relate to the Subcontractor's Work. Item number 12 of the first paragraph is revised to read: 12. If the Contractor fails to comply with the requirements of the Specification and the Subcontractor's retainage or retainage bond is wrongfully withheld, the Contractor will be subject to the actions described in No. 7 listed above. The Subcontractor may also seek recovery against the Contractor under applicable prompt pay statutes in addition to any other remedies provided for by the subcontract or by law. 1-08.5 Time for Completion In item 2c of the last paragraph, "Quarterly Reports" is revised to read "Monthly Reports". Section 1-09, Measurement and Payment April 4, 2016 1-09.6 Force Account The second sentence of item number 4 is revised to read: A "specialized service" is a work operation that is not typically done by worker classifications as defined by the Washington State Department of Labor and Industries and by the Davis Bacon Act, and therefore bills by invoice for work in road, bridge and municipal construction. Section 1-10, Temporary Traffic Control January 3, 2017 1-10.1(2) Description The first paragraph is revised to read: The Contractor shall provide flaggers and all other personnel required for labor for traffic control activities that are not otherwise specified as being furnished by the Contracting Agency. In the third paragraph, "Project Engineer" is revised to read "Engineer". The following new paragraph is inserted after the third paragraph: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 The Contractor shall keep lanes, on -ramps, and off -ramps, open to traffic at all times except when Work requires closures. Ramps shall not be closed on consecutive interchanges at the same time, unless approved by the Engineer. Lanes and ramps shall be closed for the minimum time required to complete the Work. When paving hot mix asphalt the Contractor may apply water to the pavement to shorten the time required before reopening to traffic. 1-10.3(2)C Lane Closure Setup/Takedown The following new paragraph is inserted before the last paragraph: Channelization devices shall not be moved by traffic control personnel across an open lane of traffic. If an existing setup or staging of traffic control devices require crossing an open lane of traffic, the traffic control devices shall be taken down completely and then set up in the new configuration. Section 2-02, Removal of Structures and Obstructions August 7, 2017 2-02.3(2)A Bridge Removal This section's title is revised to read: Bridge and Structure Removal Section 2-03, Roadway Excavation and Embankment August 1, 2016 2-03.3(7)C Contractor -Provided Disposal Site The second paragraph is revised to read: The Contractor shall acquire all permits and approvals required for the use of the disposal sites before any waste is hauled off the project. The Contractor shall submit a Type 1 Working Drawing consisting of copies of the permits and approvals for any disposal sites to be used. The cost of any such permits and approvals shall be included in the Bid prices for other Work. The third paragraph is deleted. Section 2-06, Subgrade Preparation January 3, 2017 2-06.3(2) Subgrade for Pavement The second sentence in the first paragraph is revised to read: The Contractor shall compact the Subgrade to a depth of 6 inches to 95 percent of maximum density as determined by the compaction control tests for granular materials. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Section 3-04, Acceptance of Aggregate January 3, 2017 3-04.5 Payment In Table 1, the Contingent Unit Price Per Ton value for the item HMA Aggregate is revised to read 115.00". Section 4-04, Ballast and Crush Surfacing January 3, 2017 4-04.3(5) Shaping and Compaction The first sentence is revised to read: Immediately following spreading and final shaping, each layer of surfacing shall be compacted to at least 95 percent of maximum density determined by the requirements of Section 2-03.3(14)D before the next succeeding layer of surfacing or pavement is placed. Section 5-01, Cement Concrete Pavement Rehabilitation January 3, 2017 In this section, "portland cement" is revised to read "cement". 5-01.2 Materials In the first paragraph, the following item is inserted after the item "Joint Sealants": Closed Cell Foam Backer Rod 9-04.2(3)A 5-01.3(1)A Concrete Mix Designs This section, including title, is revised to read: 5-01.3(1)A Mix Designs The Contractor shall use either concrete patching materials or cement concrete for the rehabilitation of cement concrete pavement. Concrete patching materials shall be used for spall repair and dowel bar retrofitting and cement concrete shall be used for concrete panel replacement. 5-01.3(1)A1 Concrete Patching Materials Item number 1 is revised to read: Materials — The prepackaged concrete patching material and the aggregate extender shall conform to Section 9-20. 5-01.3(1)A2 Portland Cement Concrete This section, including title, is revised to read: 5-01.3(1)A2 Cement Concrete for Panel Replacement Cement concrete for panel replacement shall meet the requirements of Sections 5-05.3(1) and 5-05.3(2) and be air entrained with a design air content of 5.5 percent. Cement concrete for panel replacement may use rapid hardening hydraulic cement meeting the requirements of Section 9-01.2(2). Rapid hardening hydraulic cement will be considered CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 a cementitious material for the purpose of calculating the water/cementitious materials ratio and the minimum cementitious materials requirement. 5-01.3(1)B Equipment This section's title is revised to read: Equipment for Panel Replacement 5-01.3(2)B Portland Cement Concrete This section's title is revised to read: Cement Concrete for Panel Replacement This section is supplemented with the following new subsection: 5-01.3(2)B1 Conformance to Mix Design Acceptance of cement concrete pavement for panel replacement shall be in accordance with Section 5-01.3(2)B. The cement, coarse, and fine aggregate weights shall be within the tolerances of the mix design in accordance with Section 5-05.3(1). 5-01.3(2)B1 Rejection of Concrete This section is renumbered as follows: 5-01.3(2)B2 Rejection of Concrete 5-01.3(4) Replace Portland Cement Concrete Panel This section's title is revised to read: Replace Cement Concrete Panel 5-01.3(8) Sealing Existing Transverse and Longitudinal Joints This section's title is revised to read: Sealing Existing Longitudinal and Transverse Joint The first paragraph is revised to read: The Contractor shall clean and seal existing longitudinal and transverse joints where shown in the Plans or as marked by the Engineer. The first sentence of the second paragraph is revised to read: Old sealant and incompressible material shall be completely removed from the joint to the depth of the new reservoir with a diamond blade saw in accordance with the detail shown in the Standard Plans. The fifth paragraph is revised to read: Immediately prior to sealing, the cracks shall be blown clean with dry oil -free compressed air. If shown in the Plans, a backer rod shall be placed at the base of the sawn reservoir. The joints shall be completely dry before the sealing installation may begin. Immediately CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 following the air blowing and backer rod placement, if required, the sealant material shall be installed in conformance to manufacturer's recommendations and in accordance with Section 5-05.3(8)B. 5-01.3(9) Portland Cement Concrete Pavement Grinding This section's title is revised to read: Cement Concrete Pavement Grinding 5-01.3(11) Concrete Slurry and Grinding Residue The last sentence of the first paragraph is revised to read: Slurry shall not be allowed to drain into an area open to traffic, off of the paved surface, into any drainage structure, water of the state, or wetlands. The following new sentence is inserted at the end of the second paragraph: The Contractor shall submit copies of all disposal tickets to the Engineer within 5 calendar days. 5-01.4 Measurement The fourth paragraph is revised to read: Sealing existing longitudinal and transverse joint will be measured by the linear foot, measured along the line of the completed joint. 5-01.5 Payment The Bid item "Sealing Transverse and Longitudinal Joints", per linear foot and the paragraph following Bid item are revised to read: "Sealing Existing Longitudinal and Transverse Joint", per linear foot. The unit Contract price per linear foot for "Sealing Existing Longitudinal and Transverse Joint", shall be full payment for all costs to complete the Work as specified, including removing incompressible material, preparing and sealing existing transverse and longitudinal joints where existing transverse and longitudinal joints are cleaned and for all incidentals required to complete the Work as specified. Section 5-02, Bituminous Surface Treatment April 4, 2016 5-02.3(2) Preparation of Roadway Surface This section is supplemented with the following new subsection: 5-02.3(2)E Crack Sealing Where shown in the Plans, seal cracks and joints in the pavement in accordance with Section 5-04.3(4)A1 and the following: Cracks'/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Section 5-04, Hot Mix Asphalt April 3, 2017 This section (and all subsections) is revised to read: This Section 5-04 is written in a style which, unless otherwise indicated, shall be interpreted as direction to the Contractor. 5-04.1 Description This Work consists of providing and placing one or more layers of plant -mixed hot mix asphalt (HMA) on a prepared foundation or base, in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. HMA shall be composed of asphalt binder and mineral materials as required, and may include reclaimed asphalt pavement (RAP) or reclaimed asphalt shingles (RAS), mixed in the proportions specified to provide a homogeneous, stable, and workable mix. 5-04.2 Materials Provide materials as specified in these sections: Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti -Stripping Additive 9-02.4 Warm Mix Asphalt Additive 9-02.5 Aggregates 9-03.8 Reclaimed Asphalt Pavement (RAP) 9-03.8(3)B Reclaimed Asphalt Shingles (RAS) 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Joint Sealants 9-04.2 Closed Cell Foam Backer Rod 9-04.2(3)A 5-04.2(1) How to Get an HMA Mix Design on the QPL Comply with each of the following: • Develop the mix design in accordance with WSDOT SOP 732. • Develop a mix design that complies with Sections 9-03.8(2) and 9-03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Identify the brand, type, and percentage of anti -stripping additive in the mix design submittal. Include with the mix design submittal a certification from the asphalt binder supplier that the anti -stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis Basis for Contracting Contracting Agency for Acceptance of Agency Approval of Materials Testing for HMA Mixture (see Mix Design for Evaluation of the Mix Section 5-04.3(9)) Placement on QPL Design The Contracting Agency WSDOT Standard will test the mix design Statistical Evaluation Practice QC -8 materials for compliance with Sections 9-03.8(2) and 9-03.8(6). The Contracting Agency Review of Form 350-042 may elect to test the mix for compliance with design materials, or Visual Evaluation Sections 9-03.8(2) and evaluate in accordance 9-03.8(6) with WSDOT Standard Practice QC -8, at its sole discretion. If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months. The Contracting Agency may extend the 12 month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (JMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor's certification, the Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Mix Designs Containing RAP and/or RAS Mix designs are classified by the RAP and/or RAS content as shown in Table 2. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 13 Table 2 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Mix Design Classification Based on RAP/RAS Content RAP/RAS Classification RAP/RAS Content' Low RAP/No RAS 0%:5 RAP% <- 20% and RAS% _ 0% High RAP/Any RAS 20% < RAP% <_ Maximum Allowable RAP2 and/or 0% < RAS% <- Maximum Allowable RAS2 'Percentages in this table are by total weight of HMA 2See Table 4 to determine the limits on the maximum amount RAP and/or RAS. 5-04.2(1)A1 Low RAP/No RAS - Mix Design Submittals for Placement on QPL For Low RAP/No RAS mix designs, comply with the following additional requirements: 1. Develop the mix design with or without the inclusion of RAP. 2. The asphalt binder grade shall be the grade indicated in the Bid item name or as otherwise required by the Contract. 3. Submit samples of RAP if used in development of the mix design. 4. Testing RAP or RAS stockpiles is not required for obtaining approval for placing these mix designs on the QPL. 5-04.2(1)A2 High RAP/Any RAS - Mix Design Submittals for Placement on QPL For High RAP/Any RAS mix designs, comply with the following additional requirements: For mix designs with any RAS, test the RAS stockpile (and RAP stockpile if any RAP is in the mix design) in accordance with Table 3. 2. For High RAP mix designs with no RAS, test the RAP stockpile in accordance with Table 3. 3. For mix designs with High RAP/Any RAS, construct a single stockpile for RAP and a single stockpile for RAS and isolate (sequester) these stockpiles from further stockpiling before beginning development of the mix design. Test the RAP and RAS during stockpile construction as required by item 1 and 2 above. Use the test data in developing the mix design, and report the test data to the Contracting Agency on WSDOT Form 350-042 as part of the mix design submittal for approval on the QPL. Account for the reduction in asphalt binder contributed from RAS in accordance with AASHTO PP 78. Do not add to these stockpiles after starting the mix design process. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 14 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Table 3 Test Frequency of RAP/RAS During RAP/RAS Stockpile Construction For Approving a High RAP/Any RAS Mix Desi n for Placement on the QPL Test Frequency' Test for Test Method • 1 /1000 tons of 20%2 RAP (minimum Asphalt Binder FOP for AASHTO of 10 per mix Content and Sieve T 308 design) and Analysis of Fine and • tons of and Coarse FOP for WAQTC T RAASS (minimum Aggregate 27/T 11 of 10 per mix design) '"tons", in this table, refers to tons of the reclaimed material before being incorporated into HMA. 4. Limit the amount of RAP and/or RAS used in a High RAP/Any RAS mix design by the amount of binder contributed by the RAP and/or RAS, in accordance with Table 4. Table 4 Maximum Amount of RAP and/or RAS in HMA Mixture Maximum Amount of Binder Contributed from: RAP RAS 40%' minus contribution of binder from RAS 20%2 ' Calculated as the weight of asphalt binder contributed from the RAP as a percentage of the total weight of asphalt binder in the mixture. 2 Calculated as the weight of asphalt binder contributed from the RAS as a percentage of the total weight of asphalt binder in the mixture. 5. Develop the mix design including RAP, RAS, recycling agent, and new binder. 6. Extract, recover, and test the asphalt residue from the RAP and RAS stockpiles to determine the percent of recycling agent and/or grade of new asphalt binder needed to meet but not exceed the performance grade (PG) of asphalt binder required by the Contract. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY a. Perform the asphalt extraction in accordance with AASHTO T 164 or ASTM D 2172 using reagent grade solvent. b. Perform the asphalt recovery in accordance with AASHTO R 59 or ASTM D 1856. c. Test the recovered asphalt residue in accordance with AASHTO R 29 to determine the asphalt binder grade in accordance with Section 9-02.1(4). 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 d. After determining the recovered asphalt binder grade, determine the percent of recycling agent and/or grade of new asphalt binder in accordance with ASTM D 4887. e. Test the final blend of recycling agent, binder recovered from the RAP and RAS, and new asphalt binder in accordance with AASHTO R 29. The final blended binder shall meet but not exceed the performance grade of asphalt binder required by the Contract and comply with the requirements of Section 9- 02.1(4). 7. Include the following test data with the mix design submittal: a. All test data from RAP and RAS stockpile construction. b. All data from testing the recovered and blended asphalt binder. 8. Include representative samples of the following with the mix design submittal: a. RAP and RAS. b. 150 grams of recovered asphalt residue from the RAP and RAS that are to be used in the HMA production. 5-04.2(1)B Commercial HMA - Mix Design Submittal for Placement on QPL For HMA used in the Bid item Commercial HMA, in addition to the requirements of 5-04.2(1) identify the following in the submittal: 1. Commercial HMA 2. Class of HMA 3. Performance grade of binder 4. Equivalent Single Axle Load (ESAL) The Contracting Agency may elect to approve Commercial HMA mix designs without evaluation. 5-04.2(1)C Mix Design Resubmittal for QPL Approval Develop a new mix design and resubmit for approval on the QPL when any of the following changes occur. When these occur, discontinue using the mix design until after it is reapproved on the QPL. 1. Change in the source of crude petroleum used in the asphalt binder. 2. Changes in the asphalt binder refining process. 3. Changes in additives or modifiers in the asphalt binder. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 4. Changes in the anti -strip additive, brand, type or quantity. 5. Changes to the source of material for aggregate. 6. Changes to the job mix formula that exceed the amounts as described in item 2 of Section 9-03.8(7), unless otherwise approved by the Engineer. 7. Changes in the percentage of material from a stockpile, when such changes exceed 5% of the total aggregate weight. a. For Low RAP/No RAS mix designs developed without RAP, changes to the percentage of material from a stockpile will be calculated based on the total aggregate weight not including the weight of RAP. b. For Low RAP/No RAS mix designs developed with RAP, changes to the percentage of material from a stockpile will be calculated based on the total aggregate weight including the weight of RAP. c. For High RAP/Any RAS mix designs, changes in the percentage of material from a stockpile will be based on total aggregate weight including the weight of RAP (and/or RAS when included in the mixture). Prior to making any change in the amount of RAS in an approved mix design, notify the Engineer for determination of whether a new mix design is required, and obtain the Engineer's approval prior to implementing such changes. 5-04.2(2) Mix Design — Obtaining Project Approval Use only mix designs listed on the Qualified Products List (QPL). Submit WSDOT Form 350-041 to the Engineer to request approval to use a mix design from the QPL. Changes to the job mix formula (JMF) that have been approved on other contracts may be included. The Engineer may reject a request to use a mix design if production of HMA using that mix design on any contract is not in compliance with Section 5- 04.3(11)D, E, F, and G for mixture or compaction. 5-04.2(2)A Changes to the Job Mix Formula The approved mix design obtained from the QPL will be considered the starting job mix formula (JMF) and shall be used as the initial basis for acceptance of HMA mixture, as detailed in Section 5-04.3(9). During production the Contractor may request to adjust the JMF. Any adjustments to the JMF will require approval of the Engineer and shall be made in accordance with item 2 of Section 9-03.8(7). After approval by the Engineer, such adjusted JMF's shall constitute the basis for acceptance of the HMA mixture. 5-04.2(2)B Using Warm Mix Asphalt Processes The Contractor may, at the Contractor's discretion, elect to use warm mix asphalt (WMA) processes for producing HMA. WMA processes include organic CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 additives, chemical additives, and foaming. The use of WMA is subject to the following: Do not use WMA processes in the production of High RAP/Any RAS mixtures. Before using WMA processes, obtain the Engineer's approval using WSDOT Form 350-076 to describe the proposed WMA process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations Do not place HMA for wearing course on any Traveled Way beginning October 1 St through March 31St of the following year, without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified in Table 5, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Table 5 Minimum Surface Temperature for Paving Compacted Thickness Feet Wearing Course Other Courses Less than 0.10 55°F 45°F 0.10 to 0.20 45°F 35°F More than 0.20 35°F 35°F 5-04.3(2) Paving Under Traffic These requirements apply when the Roadway being paved is open to traffic. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. During paving operations, maintain temporary pavement markings throughout the project. Install temporary pavement markings on the Roadway prior to opening to traffic. Temporary pavement markings shall comply with Section 8-23. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant Equip mixing plants as follows. Use tanks for storage and preparation of asphalt binder which: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY Heat the contents by means that do not allow flame to contact the contents or the tank, such as by steam or electricity. Heat and hold contents at the required temperatures. Continuously circulate contents to provide uniform temperature and consistency during the operating period. 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 • Provide an asphalt binder sampling valve, in either the storage tank or the supply line to the mixer. 2. Provide thermometric equipment: • In the asphalt binder feed line near the charging valve at the mixer unit, capable of detecting temperature ranges expected in the HMA and in a location convenient and safe for access by Inspectors. • At the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates, and situated in full view of the plant operator. 3. When heating asphalt binder: • Do not exceed the maximum temperature of the asphalt binder recommended by the asphalt binder supplier. • Avoid local variations in heating. • Provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. 4. Provide a mechanical sampler for sampling mineral materials that: • Meets the crushing or screening requirements of Section 1-05.6. 5. Provide HMA sampling equipment that complies with WSDOT T168. • Use a mechanical sampling device installed between the discharge of the silo and the truck transport, approved by the Engineer, or Platforms or devices to enable sampling from the truck transport without entering the truck transport for sampling HMA. 6. Provide for setup and operation of the Contracting Agency's field testing: As required in Section 3-01.2(2). 7. Provide screens or a lump breaker: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY When using any RAP or any RAS, to eliminate oversize RAP or RAS particles from entering the pug mill or drum mixer. 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5-04.3(3)B Hauling Equipment Provide HMA hauling equipment with tight, clean, smooth metal beds and a cover of canvas or other suitable material of sufficient size to protect the HMA from adverse weather. Securely attach the cover to protect the HMA whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F. Prevent HMA from adhering to the hauling equipment. Spray metal beds with an environmentally benign release agent. Drain excess release agent prior to filling hauling equipment with HMA. Do not use petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA. For hopper trucks, operate the conveyer during the process of applying the release agent. 5-04.3(3)C Pavers Use self-contained, power -propelled pavers provided with an internally heated vibratory screed that is capable of spreading and finishing courses of HMA in lane widths required by the paving section shown in the Plans. When requested by the Engineer, provide written certification that the paver is equipped with the most current equipment available from the manufacturer for the prevention of segregation of the coarse aggregate particles. The certification shall list the make, model, and year of the paver and any equipment that has been retrofitted to the paver. Operate the screed in accordance with the manufacturer's recommendations and in a manner to produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Provide a copy of the manufacturer's recommendations upon request by the Contracting Agency. Extensions to the screed will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. In the Travelled Way do not use extensions without both augers and an internally heated vibratory screed. Equip the paver with automatic screed controls and sensors for either or both sides of the paver. The controls shall be capable of sensing grade from an outside reference line, sensing the transverse slope of the screed, and providing automatic signals that operate the screed to maintain the desired grade and transverse slope. Construct the sensor so it will operate from a reference line or a mat referencing device. The transverse slope controller shall be capable of maintaining the screed at the desired slope within plus or minus 0.1 percent. Equip the paver with automatic feeder controls, properly adjusted to maintain a uniform depth of material ahead of the screed. Manual operation of the screed is permitted in the construction of irregularly shaped and minor areas. These areas include, but are not limited to, gore areas, road approaches, tapers and left -turn channelizations. When specified in the Contract, provide reference lines for vertical control. Place reference lines on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line is permitted. Automatically control the grade and slope of intermediate lanes by means of reference lines or a mat CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. Furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle Use a material transfer device (MTD) or material transfer vehicle (MTV) to deliver the HMA from the hauling equipment to the paving machine for any lift in (or partially in) the top 0.30 feet of the pavement section used in traffic lanes. However, an MTDN is not required for HMA placed in irregularly shaped and minor areas such as tapers and turn lanes, or for HMA mixture that is accepted by Visual Evaluation. At the Contractor's request the Engineer may approve paving without an MTDN; the Engineer will determine if an equitable adjustment in cost or time is due. If a windrow elevator is used, the Engineer may limit the length of the windrow in urban areas or through intersections. To be approved for use, an MTV: Shall be a self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers Operate rollers in accordance with the manufacturer's recommendations. When requested by the Engineer, provide a Type 1 Working Drawing of the manufacturer's recommendation for the use of any roller planned for use on the project. Do not use rollers that crush aggregate, produce pickup or washboard, unevenly compact the surface, displace the mix, or produce other undesirable results. 5-04.3(4) Preparation of Existing Paved Surfaces Before constructing HMA on an existing paved surface, the entire surface of the pavement shall be clean. Entirely remove all fatty asphalt patches, grease drippings, and other deleterious substances from the existing pavement to the satisfaction of the Engineer. Thoroughly clean all pavements or bituminous surfaces of dust, soil, pavement grindings, and other foreign matter. Thoroughly remove any cleaning or solvent type liquids used to clean equipment spilled on the pavement before paving proceeds. Fill all holes and small depressions with an appropriate class of HMA. Level and thoroughly compact the surface of the patched area. Apply a uniform coat of asphalt (tack coat) to all paved surfaces on which any course of HMA is to be placed or abutted. Apply tack coat to cover the cleaned existing pavement with a thin film of residual asphalt free of streaks and bare spots. Apply a heavy application of tack coat to all joints. For Roadways open to traffic, limit the application of tack coat to surfaces that will be paved during the same working shift. Equip the spreading equipment with a thermometer to indicate the temperature of the tack coat material. Do not operate equipment on tacked surfaces until the tack has broken and cured. Repair tack coat damaged by the Contractor's operation, prior to placement of the HMA. Unless otherwise approved by the Engineer, use cationic emulsified asphalt CSS -1, CSS -1 h, STE-1, or Performance Graded (PG) asphalt for tack coat. The CSS -1 and CSS -1 h may be diluted with water at a rate not to exceed one part water to one part emulsified asphalt. Do not allow the tack coat material to exceed the maximum temperature recommended by the asphalt supplier. When shown in the Plans, prelevel uneven or broken surfaces over which HMA is to be placed by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. 5-04.3(4)A Crack Sealing 5-04.3(4)A1 General When the Proposal includes a pay item for crack sealing, seal all cracks 1/4 inch in width and greater. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS -1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the crack. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved In areas where HMA will not be placed, fill the cracks as follows: Cracks'/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. 5-04.3(4)B Soil Residual Herbicide Where shown in the Plans, apply one application of an approved soil residual herbicide. Comply with Section 8-02.3(3)B. Complete paving within 48 hours of applying the herbicide. Use herbicide registered with the Washington State Department of Agriculture for use under pavement. Before use, obtain the Engineer's approval of the herbicide and the proposed rate of application. Include the following information in the request for approval of the material: Brand Name of the Material, 2. Manufacturer, CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 3. Environmental Protection Agency (EPA) Registration Number, 4. Material Safety Data Sheet, and 5. Proposed Rate of Application. 5-04.3(4)C Pavement Repair Excavate pavement repair areas and backfill these with HMA in accordance with the details shown in the Plans and as staked. Conduct the excavation operations in a manner that will protect the pavement that is to remain. Repair pavement not designated to be removed that is damaged as a result of the Contractor's operations to the satisfaction of the Engineer at no cost to the Contracting Agency. Excavate only within one lane at a time unless approved otherwise by the Engineer. Do not excavate more area than can be completely backfilled and compacted during the same shift. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, sawcut the perimeter of the pavement area to be removed unless the pavement in the pavement repair area is to be removed by a pavement grinder. Excavated materials shall be the property of the Contractor and shall be disposed of in a Contractor -provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Apply a heavy application of tack coat to all surfaces of existing pavement in the pavement repair area, in accordance with Section 5-04.3(4). Place the HMA backfill in lifts not to exceed 0.35 -foot compacted depth. Thoroughly compact each lift by a mechanical tamper or a roller. 5-04.3(5) Producing/Stockpiling Aggregates, RAP, & RAS Produce aggregate in compliance with Section 3-01. Comply with Section 3-02 for preparing stockpile sites, stockpiling, and removing from stockpile each of the following: aggregates, RAP, and RAS. Provide sufficient storage space for each size of aggregate, RAP and RAS. Fine aggregate or RAP may be uniformly blended with the RAS as a method of preventing the agglomeration of RAS particles. Remove the aggregates, RAP and RAS from stockpile(s) in a manner that ensures minimal segregation when being moved to the HMA plant for processing into the final mixture. Keep different aggregate sizes separated until they have been delivered to the HMA plant. 5-04.3(5)A Stockpiling RAP or RAS for High RAP/Any RAS Mixes Do not place any RAP or RAS into a stockpile which has been sequestered for a High RAP/Any RAS mix design. Do not incorporate any RAP or RAS into a High RAP/Any RAS mixture from any source other than the stockpile which was sequestered for approval of that particular High RAP/Any RAS mix design. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 RAP that is used in a Low RAP/No RAS mix is not required to come from a sequestered stockpile. 5-04.3(6) Mixing The asphalt supplier shall introduce anti -stripping additive, in the amount designated on the QPL for the mix design, into the asphalt binder prior to shipment to the asphalt mixing plant. Anti -strip is not required for temporary work that will be removed prior to Physical Completion. Use asphalt binder of the grade, and from the supplier, in the approved mix design. Prior to introducing reclaimed materials into the asphalt plant, remove wire, nails, and other foreign material. Discontinue use of the reclaimed material if the Engineer, in their sole discretion, determines the wire, nails, or other foreign material to be excessive. Size RAP and RAS prior to entering the mixer to provide uniform and thoroughly mixed HMA. If there is evidence of the RAP or RAS not breaking down during the heating and mixing of the HMA, immediately suspend the use of the RAP or RAS until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, RAS, new asphalt binder and recycling agent have been introduced into the mixer, mix the HMA until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, RAP and RAS is ensured. Upon discharge from the mixer, ensure that the temperature of the HMA does not exceed the optimum mixing temperature shown on the approved Mix Design Report by more than 25°F, or as approved by the Engineer. When a WMA additive is included in the manufacture of HMA, do not heat the WMA additive (at any stage of production including in binder storage tanks) to a temperature higher than the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, reduce the moisture content. During the daily operation, HMA may be temporarily held in approved storage facilities. Do not incorporate HMA into the Work that has been held for more than 24 hours after mixing. Provide an easily readable, low bin -level indicator on the storage facility that indicates the amount of material in storage. Waste the HMA in storage when the top level of HMA drops below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Dispose of rejected or waste HMA at no expense to the Contracting Agency. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5-04.3(7) Spreading and Finishing Do not exceed the maximum nominal compacted depth of any layer in any course, as shown in Table 6, unless approved by the Engineer: Table 6 Maximum Nominal Compacted Depth of Any Layer HMA Class Wearing Course Other than Wearing Course 1 inch 0.35 feet 0.35 feet % and '/2 inch 0.30 feet 0.35 feet % inch -0. 15 feet 0.15 feet Use HMA pavers complying with Section 5-04.3(3) to distribute the mix. On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, place the material produced for each JMF with separate spreading and compacting equipment. Do not intermingle HMA produced from more than one JMF. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA Sample aggregate for meeting the requirements of Section 3-04 prior to being incorporated into HMA. (The acceptance data generated for the Section 3-04 acceptance analysis will not be commingled with the acceptance data generated for the Section 5-04.3(9) acceptance analysis.) Aggregate acceptance samples shall be taken as described in Section 3-04. Aggregate acceptance testing will be performed by the Contracting Agency. Aggregate contributed from RAP and/or RAS will not be evaluated under Section 3-04. For aggregate that will be used in HMA mixture which will be accepted by Statistical Evaluation, the Contracting Agency's acceptance of the aggregate will be based on: 1. Samples taken prior to mixing with asphalt binder, RAP, or RAS; 2. Testing for the materials properties of fracture, uncompacted void content, and sand equivalent; 3. Evaluation by the Contracting Agency in accordance with Section 3-04, including price adjustments as described therein. For aggregate that will be used in HMA which will be accepted by Visual Evaluation, evaluation in accordance with items 1, 2, and 3 above is at the discretion of the Engineer. 5-04.3(9) HMA Mixture Acceptance The Contracting Agency will evaluate HMA mixture for acceptance by one of two methods as determined from the criteria in Table 7. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Table 7 'Temporary pavement is HMA that will be removed before Physical Completion of the Contract. 5-04.3(9)A Test Sections This Section applies to HMA mixture accepted by Statistical Evaluation. A test section is not allowed for HMA accepted by Visual Evaluation. The purpose of a test section is to determine whether or not the Contractor's mix design and production processes will produce HMA meeting the Contract requirements related to mixture. Construct HMA mixture test sections at the beginning of paving, using at least 600 tons and a maximum of 1,000 tons or as specified by the Engineer. Each test section shall be constructed in one continuous operation. 5-04.3(9)A1 Test Section — When Required, When to Stop Use Tables 8 and 9 to determine when a test section is required, optional, or not allowed, and to determine when performing test sections may end. Each mix design will be evaluated independently for the test section requirements. If more than one test section is required, each test section shall be evaluated separately by the criteria in table 8 and 9. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY Table 8 Criteria for Conducting and Evaluating HMA Mixture Test Sections For HMA Mixture Accepted by Statistical Evaluation High RAP/Any RAS Low RAP/No RAS 27 Basis of Acceptance for HMA Mixture Visual Evaluation Statistical Evaluation • Commercial HMA • All HMA mixture placed at any other than that location accepted by Visual • Any HMA placed in: Evaluation o sidewalks o road approaches Criteria o ditches for o slopes Selecting o paths the o trails Evaluation o gores Method o prelevel o temporary pavement' o pavement repair • Other nonstructural applications of HMA as approved by the Engineer 'Temporary pavement is HMA that will be removed before Physical Completion of the Contract. 5-04.3(9)A Test Sections This Section applies to HMA mixture accepted by Statistical Evaluation. A test section is not allowed for HMA accepted by Visual Evaluation. The purpose of a test section is to determine whether or not the Contractor's mix design and production processes will produce HMA meeting the Contract requirements related to mixture. Construct HMA mixture test sections at the beginning of paving, using at least 600 tons and a maximum of 1,000 tons or as specified by the Engineer. Each test section shall be constructed in one continuous operation. 5-04.3(9)A1 Test Section — When Required, When to Stop Use Tables 8 and 9 to determine when a test section is required, optional, or not allowed, and to determine when performing test sections may end. Each mix design will be evaluated independently for the test section requirements. If more than one test section is required, each test section shall be evaluated separately by the criteria in table 8 and 9. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY Table 8 Criteria for Conducting and Evaluating HMA Mixture Test Sections For HMA Mixture Accepted by Statistical Evaluation High RAP/Any RAS Low RAP/No RAS 27 Is Mixture Test Section Optional or Mandato ? Mandatory' At Contractor's Option Waiting period after TvDe of HMA Test Property paving the test 4 calendar days2 4 calendar days2 section. RAS Minimum PF; of 0.95 Meet "Results Provide samples What Must Happen Required to Stop and respond to to Stop Performing Performing Test WSDOT test Test Sections? Sections" in Table 9 results required by Minimum PF; of 0.95 for High RAP/Any Table 9 for Low based on the criteria RAS. RAP/No RAS. 'If a mix design has produced an acceptable test section on a previous contract (paved in the same calendar year, from the same plant, using the same JMF) the test section may be waived if approved by the Engineer. 2This is to provide time needed by the Contracting Agency to complete testing and the Contractor to adjust the mixture in response to those test results. Paving may resume when this is done. Table 9 Results Required to Stop Performing HMA Mixture Test Sections' (For HMA Mixture Accepted by Statistical Evaluation) TvDe of HMA Test Property High RAP/Any RAS Low RAP/No RAS Minimum PF; of 0.95 Gradation based on the criteria None4 - in Section 5- 04.3 9 642 04.3(9)642 Minimum PF; of 0.95 Asphalt Binder based on the criteria None4 in Section 5- 04.3(9)B4 2 Minimum PF; of 0.95 Va based on the criteria NOW in Section 5- 04.3(9)B4 2 Hamburg Wheel Meet requirements These tests will Track of Section 9- not be done as Indirect Tensile 03.8(2) 3 part of Test Strength Section. Nonstatistical Aggregates Evaluation in Sand Equivalent accordance with the Uncompacted Void requirements of NOW Content Section 3-043 Fracture CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 28 'In addition to the requirements of this table, acceptance of the HMA mixture used in each test section is subject to the acceptance criteria and price adjustments for Statistical Evaluation (see Table 9a). 2Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for the property in the first column. 3Take one sample for each test section lot. Test the sample for the properties in the first column. 4Divide the test section lot into three sublots, approximately equal in size. Take one sample from each sublot, and test each sample for the property in the first column. There are no criteria for discontinuing test sections for these mixes; however, the contractor must comply with Section 5-04.3(11)F before resuming paving. 1 2 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test 3 Section 4 The Engineer will evaluate the HMA mixture in each test section for 5 rejection, acceptance, and price adjustments based on the criteria in 6 Table 9a using the data generated from the testing required by Table 9. 7 Each test section shall be considered a separate lot. 8 Table 9a Acceptance Criteria for HMA Mixture Placed in a Test Section (For HMA Mixture Accepted by Statistical Evaluation) Type of HMA Test Property High RAP/Any RAS Low RAP/No RAS Gradation Statistical Asphalt Binder Statistical Evaluation Evaluation Va Hamburg Wheel pass/Fail for the Track requirements of N/A Indirect Tensile Section 9-03.8(2)' Strength HMAAggregate Nonstatistical Nonstatistical Sand Equivalent Evaluation in Evaluation in Uncompacted Void accordance with the accordance with Content requirements of the requirements Section 3-04 of Section 3-04 'Failure to meet the specifications for Hamburg and/or IDT will cause the mixture in the test section to be rejected. Refer to Section 5-04.3(11). 9 10 5-04.3(9)B Mixture Acceptance — Statistical Evaluation 11 5-04.3(9)B1 Mixture Statistical Evaluation — Lots and Sublots 12 HMA mixture which is accepted by Statistical Evaluation will be 13 evaluated by the Contracting Agency dividing that HMA tonnage into 14 mixture lots, and each mixture lot will be evaluated using stratified 15 random sampling by the Contracting Agency sub -dividing each mixture CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 lot into mixture sublots. All mixture in a mixture lot shall be of the same mix design. The mixture sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each mixture lot comprises a maximum of 15 mixture sublots, except: The final mixture lot of each mix design on the Contract will comprise a maximum of 25 sublots. A mixture lot for a test section will consist of three sublots. Each mixture sublot shall be approximately uniform in size with the maximum mixture sublot size as specified in Table 10. The quantity of material represented by the final mixture sublot of the project, for each mix design on the project, may be increased to a maximum of two times the mixture sublot quantity calculated. Table 10 Maximum HMA Mixture Sublot Size For HMAAcce ted bv Statistical Evaluation HMA Original Plan Quantity (tons)' Maximum Sublot Size (tons)2 < 20,000 1,000 20,000 to 30,000 1,500 >30,000 2,000 ' "Plan quantity" means the plan quantity of all HMA of the same class and binder grade which is accepted by Statistical Evaluation. 2 The maximum sublot size for each combination of HMA class and binder grade shall be calculated separately. For a mixture lot in progress with a mixture CPF less than 0.75, a new mixture lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. See also Section 5- 04.3(11)F. If, before completing a mixture lot, the Contractor requests a change to the JMF which is approved by the Engineer, the mixture produced in that lot after the approved change will be evaluated on the basis of the changed JMF, and the mixture produced in that lot before the approved change will be evaluated on the basis of the unchanged JMF; however, the mixture before and after the change will be evaluated in the same lot. Acceptance of subsequent mixture lots will be evaluated on the basis of the changed JMF. 5-04.3(9)B2 Mixture Statistical Evaluation — Sampling Comply with Section 1-06.2(1). Samples of HMA mixture which is accepted by Statistical Evaluation will be randomly selected from within each sublot, with one sample per sublot. The Engineer will determine the random sample location using CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 WSDOT Test Method T 716. The Contractor shall obtain the sample when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with FOP for WAQTC T 168. 5-04.3(9)B3 Mixture Statistical Evaluation —Acceptance Testing Comply with Section 1-06.2(1). The Contracting Agency will test the mixture sample from each sublot (including sublots in a test section) for the properties shown in Table 11. Table 11 Testing Required for each HMA Mixture Sublot Test Procedure Performed b Va WSDOT SOP Engineer 731 Asphalt Binder Content FOP for Engineer AASHTO T 308 Gradation: Percent Passing FOP for Engineer 1'/2° 1" 3/4', '/2", W, No. 4, WAQTC No. 8, No. 200 T 27/T 11 The mixture samples and tests taken for the purpose of determining acceptance of the test section (as described in Section 5-04.3(9)A) shall also be used as the test results for acceptance of the mixture described in 5-04.3(9)B3, 5-04.3(9)B4, 5-04.3(9)B5, and 5-04.3(9)B6. 5-04.3(9)B4 Mixture Statistical Evaluation — Pay Factors Comply with Section 1-06.2(2). The Contracting Agency will determine a pay factor (PF;) for each of the properties in Table 11, for each mixture lot, using the quality level analysis in Section 1-06.2(2)D. For Gradation, a pay factor will be calculated for each of the sieve sizes listed in Table 11 which is equal to or smaller than the maximum allowable aggregate size (100 percent passing sieve) of the HMA mixture. The USL and LSL shall be calculated using the Job Mix Formula Tolerances (for Statistical Evaluation) in Section 9-03.8(7). If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 5-04.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) Comply with Section 1-06.2(2). In accordance with Section 1-06.2(2)D4, the Contracting Agency will determine a Composite Pay Factor (CPF) for each mixture lot from the pay factors calculated in Section 5-04.3(9)B4, using the price CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 adjustment factors in Table 12. Unless otherwise specified, the maximum CPF for HMA mixture shall be 1.05. Table 12 HMA Mixture Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1'/2", 1 3/a/z %" and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids NO 20 5-04.3(9)B6 Mixture Statistical Evaluation — Price Adjustments For each HMA mixture lot, a Job Mix Compliance Price Adjustment will be determined and applied, as follows: JMCPA = [0.60 x (CPF — 1.00)] x Q x UP Where JMCPA = Job Mix Compliance Price Adjustment for a given lot of mixture ($) CPF = Composite Pay factor for a given lot of mixture (maximum is 1.05) Q = Quantity in a given lot of mixture (tons) UP= Unit price of the HMA in a given lot of mixture ($/ton) 5-04.3(9)B7 Mixture Statistical Evaluation — Retests The Contractor may request that a mixture sublot be retested. To request a retest, submit a written request to the Contracting Agency within 7 calendar days after the specific test results have been posted to the website or emailed to the Contractor, whichever occurs first. The Contracting Agency will send a split of the original acceptance sample for testing by the Contracting Agency to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Engineer. The Contracting Agency will not test the split of the sample with the same equipment or by the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and Va, and the results of the retest will be used for the acceptance of the HMA mixture in place of the original mixture sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per sample. 5-04.3(9)C Vacant 5-04.3(9)D Mixture Acceptance — Visual Evaluation Visual Evaluation of HMA mixture will be by visual inspection by the Engineer or, in the sole discretion of the Engineer, the Engineer may sample and test the mixture. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 32 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 5-04.3(9)D1 Mixture Visual Evaluation — Lots, Sampling, Testing, Price Adjustments HMA mixture accepted by Visual Evaluation will not be broken into lots unless the Engineer determines that testing is required. When that occurs, the Engineer will identify the limits of the questionable HMA mixture, and that questionable HMA mixture shall constitute a lot. Then, the Contractor will take samples from the truck, or the Engineer will take core samples from the roadway at a minimum of three random locations from within the lot, selected in accordance with WSDOT Test Method T 716, taken from the roadway in accordance with WSDOT SOP 734, and tested in accordance with WSDOT SOP 737. The Engineer will test one of the samples for all constituents in Section 5- 04.3(9)63. If all constituents from that test fall within the Job Mix Formula Tolerances (for Visual Evaluation) in Section 9-03.8(7), the lot will be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside those tolerance limits, the other samples will be tested for all constituents in Section 5-04.3(9)B3, and a Job Mix Compliance Price Adjustment will be calculated in accordance with Table 13. Table 13 Visual Evaluation — Out of Tolerance Procedures Comply with the Following Pay Factors' Section 5-04.3(9)B4 Composite Pay Factors2 Section 5-04.3(9)B5 Price Adjustments Section 5-04.3(9)B6 'The Visual Evaluation tolerance limits in Section 9-03.8(7) will be used in the calculation of the PF;. 2The maximum CPF shall be 1.00. 5-04.3(9)E Mixture Acceptance — Notification of Acceptance Test Results The results of all mixture acceptance testing and the Composite Pay Factor (CPF) of the lot after three sublots have been tested will be available to the Contractor through The Contracting Agency's website. The Contracting Agency will endeavor to provide written notification (via email to the Contractor's designee) of acceptance test results through its web -based materials testing system Statistical Analysis of Materials (SAM) within 24 hours of the sample being made available to the Contracting Agency. However, the Contractor agrees: Quality control, defined as the system used by the Contractor to monitor, assess, and adjust its production processes to ensure that the final HMA mixture will meet the specified level of quality, is the sole responsibility of the Contractor. 2. The Contractor has no right to rely on any testing performed by the Contracting Agency, nor does the Contractor have any right to rely on timely notification by the Contracting Agency of the Contracting Agency's test results (or statistical analysis thereof), for any part CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 33 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 of quality control and/or for making changes or correction to any aspect of the HMA mixture. 3. The Contractor shall make no claim for untimely notification by the Contracting Agency of the Contracting Agency's test results or statistical analysis. 5-04.3(10) HMA Compaction Acceptance For all HMA, the Contractor shall comply with the General Compaction Requirements in Section 5-04.3(10)A. The Contracting Agency will evaluate all HMA for compaction compliance with one of the following - Statistical Evaluation, Visual Evaluation, or Test Point Evaluation - determined by the criteria in Table 14: Table 14 Criteria for Determining Method of Evaluation for HMA Compaction' Statistical Evaluation Visual Evaluation of Test Point Evaluation of HMA of HMA Compaction is HMA Compaction is Compaction is Required For: Required For: Required For: • Any HMA for which • "HMA for Any HMA not the specified course Preleveling..." meeting the thickness is greater • "HMA for criteria for than 0.10 feet, and Pavement Statistical the HMA is in: Repair..." Evaluation or o traffic lanes, Visual Evaluation including but not limited to: • ramp lanes • truck climbing lanes • weaving lanes • speed change lanes 'This table applies to all HMA, and shall be the sole basis for determining the acceptance method for compaction. The Contracting Agency may, at its sole discretion, evaluate any HMA for compliance with the Cyclic Density requirements of Section 5-04.3(10)B. 5-04.3(10)A HMA Compaction — General Compaction Requirements Immediately after the HMA has been spread and struck off, and after surface irregularities have been adjusted, thoroughly and uniformly compact the mix. The completed course shall be free from ridges, ruts, humps, depressions, objectionable marks, and irregularities and shall conform to the line, grade, and cross-section shown in the Plans. If necessary, alter the JMF in accordance with Section 9-03.8(7) to achieve desired results. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 34 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Compact the mix when it is in the proper condition so that no undue displacement, cracking, or shoving occurs. Compact areas inaccessible to large compaction equipment by mechanical or hand tampers. Remove HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective. Replace the removed material with new HMA, and compact it immediately to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. An exception shall be that pneumatic tired rollers shall be used for compaction of the wearing course beginning October 1st of any year through March 31 sc of the following year. Coverage with a steel wheel roller may precede pneumatic tired rolling. Unless otherwise approved by the Engineer, operate rollers in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, do not operate a roller in a mode that results in checking or cracking of the mat. On bridge decks and on the five feet of roadway approach immediately adjacent to the end of bridge/back of pavement seat, operate rollers in static mode only. 5-04.3(10)B HMA Compaction —Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500 -foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C HMA Compaction Acceptance —Statistical Evaluation HMA compaction which is accepted by Statistical Evaluation will be based on acceptance testing performed by the Contracting Agency, and statistical analysis of those acceptance tests results. This will result in a Compaction Price Adjustment. 5-04.3(10)C1 HMA Compaction Statistical Evaluation — Lots and Sublots HMA compaction which is accepted by Statistical Evaluation will be evaluated by the Contracting Agency dividing the project into compaction lots, and each compaction lot will be evaluated using stratified random sampling by the Contracting Agency sub -dividing each compaction lot into compaction sublots. All mixture in any individual compaction lot shall be of the same mix design. The compaction sublots will be numbered in the order in which the mixture (of a particular mix design) is paved. Each compaction lot comprises a maximum of 15 compaction sublots, except for the final compaction lot of each mix design on the Contract, which comprises a maximum of 25 sublots. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 35 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Each compaction sublot shall be uniform in size as shown in Table 15, except that the last compaction sublot of each day may be increased to a maximum of two times the compaction sublot quantity calculated. Minor variations in the size of any sublot shall not be cause to invalidate the associated test result. Table 15 HMA Compaction Sublot Size HMA Original Plan Quantity (tons)' Compaction Sublot Size tons <20,000 100 20,000 to 30,000 150 >30,000 200 ' In determining the plan quantity tonnage, do not include any tons accepted by test point evaluation. The following will cause one compaction lot to end prematurely and a new compaction lot to begin: For a compaction lot in progress with a compaction CPF less than 0.75, a new compaction lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. See also Section 5-04.3(11)F. All HMA which is paved on a bridge and accepted for compaction by Statistical Evaluation will compose a bridge compaction lot. If the contract includes such HMA on more than one bridge, compaction will be evaluated on each bridge individually, as separate bridge compaction lots. Bridge compaction sublots will be determined by the Engineer subject to the following: • All sublots on a given bridge will be approximately the same size. • Sublots will be stratified from the lot. • In no case will there be less than 3 sublots in each bridge compaction lot. • No sublot will exceed 50 tons. • Compaction test locations will be determined by the Engineer in accordance with WSDOT FOP for AASHTO T716. 5-04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing Comply with Section 1-06.2(1). CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 36 1 2 3 4 5 6 7 8 9 10 11 12 The location of HMA compaction acceptance tests will be randomly selected by the Contracting Agency from within each sublot, with one test per sublot. The Contracting Agency will determine the random sample location using WSDOT Test Method T 716. Use Table 16 to determine compaction acceptance test procedures and to allocate compaction acceptance sampling and testing responsibilities between the Contractor and the Contracting Agency. HMA cores shall be taken or nuclear density testing shall occur after completion of the finish rolling, prior to opening to traffic, and on the same day that the mix is placed. Table 16 HMA Compaction Acceptance Testing Procedures and Responsibilities Basis for Test: In -Place Density Determined by: When Contract Includes Bid Item "HMA Core — Roadway" or "HMA Core — RriA"4 Cores Contractor shall take cores' using WSDOT SOP 7342 Contracting Agency will determine core density using FOP for AASHTO T 166 When Contract Does Not Include Bid Item "HMA Core — Roadway" or "HMA Core — Bridge'4 Cores3 Contracting Agency will take cores' using WSDOT SOP 734 Contracting Agency will determine core density using FOP for AASHTO T 166 Nuclear Density Contracting Agency, using WSDOT FOP for AASHTO T 355 Theoretical Maximum Contracting Agency, using FOP for AASHTO T 209 Density Determined by: Rolling Average of Theoretical Contracting Agency, using WSDOT SOP 729 Maximum Densities Determined bv: Percent Contracting Contracting Contracting Agency, using Compaction in Agency, using Agency, using WSDOT FOP Each Sublot WSDOT SOP WSDOT SOP for AASHTO T Determined by: 736 736 355 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY R31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 'The core diameter shall be 4 -inches unless otherwise approved by the Engineer. 'The Contractor shall take the core samples in the presence of the Engineer, at locations designated by the Engineer, and deliver the core samples to the Contracting Agency. 3The Contracting Agency will determine, in its sole discretion, whether it will take cores or use the nuclear density gauge to determine in- place density. Exclusive reliance on cores for density acceptance is generally intended for small paving projects and is not intended as a replacement for nuclear gauge density testing on typical projects. 4The basis for test of all compaction sublots in a bridge compaction lot shall be cores. These cores shall be taken by the Contractor when the Proposal includes the bid item "HMA Cores — Bridge". When there is no bid item for "HMA Cores — Bridge", the Engineer will be responsible for taking HMA cores for all compaction sublots in a bridge compaction lot. In either case, the Engineer will determine core location, in-place density of the core, theoretical maximum density, rolling average of theoretical maximum density, and percent compaction using the procedure called for in this Section. When using the nuclear density gauge for acceptance testing of pavement density, the Engineer will follow WSDOT SOP 730 for correlating the nuclear gauge with HMA cores. When cores are required for the correlation, coring and testing will be by the Contracting Agency. When a core is taken for gauge correlation at the location of a sublot, the relative density of the core will be used for the sublot test result and is exempt from retesting. 5-04.3(10)C3 HMA Statistical Compaction — Price Adjustments For each HMA compaction lot (that is accepted by Statistical Evaluation) which has less than three compaction sublots, for which all compaction sublots attain a minimum of 91 percent compaction determined in accordance with WSDOT FOP for AASHTO T 355 (or WSDOT SOP 736 when provided by the Contract), the HMA will be accepted at the unit Contract price with no further evaluation. For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in accordance with Section 1-06.2(2) to determine the appropriate Compaction Price Adjustment (CPA). All of the test results obtained from the acceptance samples from a given compaction lot shall be evaluated collectively. Additional testing by either a nuclear density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For the statistical analysis in Section 1-06.2, use the following values: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY X = Percent compaction of each sublot USL = 100 LSL= 91 38 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Each CPA will be determined as follows: CPA = [0.40 x (CPF – 1 .00)] x Q x UP Where CPA = Compaction Price Adjustment for the compaction lot ($) CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) Q = Quantity in the compaction lot (tons) UP= Unit price of the HMA in the compaction lot ($/ton) 5-04.3(10)C4 HMA Statistical Compaction –Requests for Retesting For a compaction sublot that has been tested with a nuclear density gauge that did not meet the minimum of 91 percent of the theoretical maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core, taken at the same location as the nuclear density test, be used for determination of the relative density of the compaction sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the compaction sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the compaction sublot have been provided or made available to the Contractor. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for retesting. When the CPF for the compaction lot based on the results of the cores is less than 1.00, the Contracting Agency will deduct the cost for the coring from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)D HMA Compaction – Visual Evaluation Visual Evaluation will be the basis of acceptance for compaction of the Bid items "HMA for Pavement Repair Cl. —PG "and "HMA for Prelevelling Class_ PG". This HMA shall be thoroughly compacted to the satisfaction of the Engineer. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller. 5-04.3(10)E HMA Compaction –Test Point Evaluation When compaction acceptance is by Test Point Evaluation, compact HMA based on a test point evaluation of the compaction train. Perform the test point evaluation 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. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 39 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5-04.3(10)F HMA Compaction Acceptance — Notification of Acceptance Test Results The obligations and responsibilities for notifying the Contractor of compaction acceptance test results are the same as for mixture acceptance test results. See Section 5-04.3(9)E. 5-04.3(11) Reject Work This Section applies to HMA and all requirements related to HMA (except aggregates prior to being incorporated into HMA). For rejection of aggregate prior to its incorporation into HMA refer to Section 3-04. 5-04.3(11)A Reject Work — General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to acceptance sampling and testing, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests the rejected material to be tested. If the Contractor requests testing, acceptance will be by Statistical Evaluation, and a minimum of three samples will be obtained and tested. When uncompacted material is required for testing but not available, the Engineer will determine random sample locations on the roadway in accordance with WSDOT Test Method T 716, take cores in accordance with WSDOT SOP 734, and test the cores in accordance with WSDOT SOP 737. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection —A Partial Sublot (Mixture or Compaction) In addition to the random acceptance sampling and testing, the Engineer may also isolate from a mixture or compaction sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Contracting Agency will obtain a minimum of three random samples of the suspect material and perform the testing. When uncompacted material is required for testing but is not available, the Engineer will select random sample locations on the roadway in accordance with WSDOT Test Method T 716, take cores samples in accordance with WSDOT SOP 734, and test the material in accordance with WSDOT SOP 737. The material will then be statistically evaluated as an independent lot in accordance with Section 1- 06.2(2). 5-04.3(11)E Rejection — An Entire Sublot (Mixture or Compaction) An entire mixture or compaction sublot that is suspected of being defective may be rejected. When this occurs, a minimum of two additional random samples from this sublot will be obtained. When uncompacted material is required for the additional samples but the material has been compacted, the Contracting Agency will take and test cores from the roadway as described in Section 5-04.3(11)D. The additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress (Mixture or Compaction) The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced when: the Composite Pay Factor (CPF) of a mixture or compaction lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. the Pay Factor (PF;) for any constituent of a mixture or compaction lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. either the PF; for any constituent (or the CPF) of a mixture or compaction lot in progress is less than 0.75. 5-04.3(11)G Rejection — An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints Conduct operations such that placement of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed, but the roller may pass over the unprotected end of the freshly laid HMA only when the placement of the course is discontinued for such a length of time that the HMA will cool below compaction temperature. When the Work is resumed, cut back the previously compacted HMA to produce a slightly beveled edge for the full thickness of the course. Construct a temporary wedge of HMA on a 50H:1 V where a transverse joint as a result of paving or planing is open to traffic. Separate the HMA CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 41 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 in the temporary wedge from the permanent HMA upon which it is placed by strips of heavy wrapping paper or other methods approved by the Engineer. Remove the wrapping paper and trim the joint to a slightly beveled edge for the full thickness of the course prior to resumption of paving. Waste the material that is cut away and place new HMA against the cut. Use rollers or tamping irons to seal the joint. 5-04.3(12)A2 Longitudinal Joints Offset the longitudinal joint in any one course from the course immediately below by not more than 6 inches nor less than 2 inches. Locate all longitudinal joints constructed in the wearing course at a lane line or an edge line of the Traveled Way. Construct a notched wedge joint along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size nor more than '/2 of the compacted lift thickness, and then taper down on a slope not steeper than 4H:1 V. Uniformly compact the sloped portion of the HMA notched wedge joint. On one -lane ramps a longitudinal joint may be constructed at the center of the traffic lane, subject to approval by the Engineer, if: The ramp must remain open to traffic, or 2. The ramp is closed to traffic and a hot -lap joint is constructed. a. Two paving machines shall be used to construct the hot - lap joint. b. The pavement within 6 inches of the hot -lap joint will not be excluded from random location selection for compaction testing. c. Construction equipment other than rollers shall not operate on any uncompacted HMA. When HMA is placed adjacent to cement concrete pavement, construct longitudinal joints between the HMA and the cement concrete pavement. Saw the joint to the dimensions shown on Standard Plan A- 40.10 and fill with joint sealant meeting the requirements of Section 9- 04.2. 5-04.3(12)B Bridge Paving Joint Seals 5-04.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the HMA overlay. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 42 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified in the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with Section 5-05.3(8). Apply the sealant in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)B1 and the following requirement: Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than '/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 '/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, correct the pavement surface by one of the following methods: Remove material from high places by grinding with an approved grinding machine, or 2. Remove and replace the wearing course of HMA, or 3. By other method approved by the Engineer. Correct defects until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When portland cement concrete pavement is to be placed on HMA, the surface tolerance of the HMA shall be such that no surface elevation lies above the Plan CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 43 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 grade minus the specified Plan depth of portland cement concrete pavement. Prior to placing the portland cement concrete pavement, bring any such irregularities to the required tolerance by grinding or other means approved by the Engineer. When utility appurtenances such as manhole covers and valve boxes are located in the Traveled Way, pave the Roadway before the utility appurtenances are adjusted to the finished grade. 5-04.3(14) Planing Bituminous Pavement Plane in such a manner that the underlying pavement is not torn, broken, or otherwise damaged by the planing operation. Delamination or raveling of the underlying pavement will not be construed as damage due to the Contractor's operations. Pavement outside the limits shown in the Plans or designated by the Engineer that is damaged by the Contractor's operations shall be repaired to the satisfaction of the Engineer at no additional cost to the Contracting Agency. For mainline planing operations, use equipment with automatic controls and with sensors for either or both sides of the equipment. The controls shall be capable of sensing the grade from an outside reference line, or a mat -referencing device. The automatic controls shall have a transverse slope controller capable of maintaining the mandrel at the desired transverse slope (expressed as a percentage) within plus or minus 0.1 percent. Remove all loose debris from the planed surface before opening the planed surface to traffic. The planings and other debris resulting from the planing operation shall become the property of the Contractor and be disposed of in accordance with Section 2-03.3(7)C, or as otherwise allowed by the Contract. 5-04.3(15) Sealing Pavement Surfaces Apply a fog seal where shown in the Plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches Construct HMA approaches at the locations shown in the Plans or where staked by the Engineer, in accordance with Section 5-04. 5-04.4 Measurement HMA Cl. PG , HMA for _ Cl. _ PG and Commercial HMA will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the HMA. If the Contractor elects to remove and replace HMA as allowed by Section 5-04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Crack Sealing -LF will be measured by the linear foot along the line of the crack. Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. HMA sawcut and seal, and paved panel joint seal, will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Temporary pavement marking will be measured by the linear foot as provided in Section 8-23.4. Water will be measured by the M gallon as provided in Section 2-07.4. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: "HMA Cl. PG ", per ton. "HMA for Approach Cl. PG ", per ton. "HMA for Preleveling Cl. PG ", per ton. "HMA for Pavement Repair Cl. PG ", per ton. "Commercial HMA", per ton. The unit Contract price per ton for "HMA Cl. PG ", "HMA for Approach Cl. PG ", "HMA for Preleveling Cl. _ PG ", "HMA for Pavement Repair Cl. PG ", and "Commercial HMA" shall be full compensation for all costs, including anti -stripping additive, incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in this Subsection and which are included in the Proposal. "Crack Sealing -FA", by force account. "Crack Sealing -FA" will be paid for by force account as specified in Section 1-09.6. For the purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the total Bid by the Contractor. "Crack Sealing -LF", per linear foot. The unit Contract price per linear foot for "Crack Sealing -LF" shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(4)A. "Soil Residual Herbicide ft. Wide", per mile, or "Soil Residual Herbicide", per square yard. The unit Contract price per mile or per square yard for "Soil Residual Herbicide" shall be full payment for all costs incurred to obtain, provide and install herbicide in accordance with Section 5-04.3(4)B. "Pavement Repair Excavation Incl. Haul", per square yard. The unit Contract price per square yard for "Pavement Repair Excavation Incl. Haul" shall be full payment for all costs incurred to perform the Work described in Section CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 45 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5-04.3(4)C with the exception, however, that all costs involved in the placement of HMA shall be included in the unit Contract price per ton for "HMA for Pavement Repair Cl. PG ", per ton. "Asphalt for Fog Seal", per ton. Payment for "Asphalt for Fog Seal" is described in Section 5-02.5. "Longitudinal Joint Seal", per linear foot. The unit Contract price per linear foot for "Longitudinal Joint Seal" shall be full payment for all costs incurred to construct the longitudinal joint between HMA and cement concrete pavement, as described in Section 5-04.3(12)B. "HMA Sawcut And Seal", per linear foot. The unit Contract price per linear foot for "HMA Sawcut And Seal" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(12)61. "Paved Panel Joint Seal", per linear foot. The unit Contract price per linear foot for "Paved Panel Joint Seal" shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(12)62. "Planing Bituminous Pavement", per square yard. The unit Contract price per square yard for "Planing Bituminous Pavement' shall be full payment for all costs incurred to perform the Work described in Section 5- 04.3(14). "Temporary Pavement Marking", per linear foot. Payment for "Temporary Pavement Marking" is described in Section 8-23.5. "Water", per M gallon. Payment for "Water" is described in Section 2-07.5. "Job Mix Compliance Price Adjustment", by calculation. "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5-04.3(9)B6 and 5-04.3(9)D1. "Compaction Price Adjustment", by calculation. "Compaction Price Adjustment" will be calculated and paid for as described in Section 5-04.3(10)C3. "HMA Core — Bridge", per each. The unit Contract price per each for "HMA Core — Bridge" shall be full payment for all costs, including traffic control, associated with taking HMA density cores in pavement that is on a bridge deck. "HMA Core — Roadway", per each. The unit Contract price per each for "HMA Core — Roadway" shall be full payment for all costs, including traffic control, associated with taking HMA density cores in pavement that is not on a bridge deck. "Cyclic Density Price Adjustment", by calculation. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 46 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 "Cyclic Density Price Adjustment" will be calculated and paid for as described in Section 5-04.3(10)B. Section 5-05, Cement Concrete Pavement January 3, 2017 5-05.3(1) Concrete Mix Design for Paving In last sentence of the second paragraph of item number 1, the reference to "Section 9-01.2(4)" is revised to read "Section 9-01.2(1)B". The following is inserted after item number 2: 3. Mix Design Modifications - The Contractor may initiate adjustments to the aggregate proportions of the approved mix design. An adjustment in both the fine and coarse aggregate batch target weights of plus or minus 200 pounds per cubic yard will be allowed without resubmittal of the mix design. The adjusted aggregate weights shall become the new batch target weights for the mix design. Item number 3 is renumbered to 4 and revised (up until the table) to read: 4. Conformance to Mix Design - Cement and coarse and fine aggregate weights shall be within the following tolerances of the batch target weights of the mix design: Portland Cement Concrete Batch Weights Cement +5% _1% Coarse Aggregate +2% -2% Fine Aggregate +2% -2% 5-05.3(3)B Mixing Equipment The last sentence of item number 4 is revised to read: Plant -mixed concrete may be transported in nonagitated vehicles provided that the concrete is in a workable condition when placed and: a. discharge is completed within 45 minutes after the introduction of mixing water to the cement and aggregates, or b. discharge is completed within 60 minutes after the introduction of mixing water to the cement and aggregates, provided the concrete mix temperature is 70°F or below during placement, or c. discharge is completed within 60 minutes after the introduction of mixing water to the cement and aggregates, provided the mix contains an approved set retarder at the manufacturer's minimum dosage rate. 5-05.3(6) Subgrade This section, including title, is revised to read: 5-05.3(6) Surface Preparation The Subgrade surface shall be prepared and compacted a minimum of 3 feet beyond each edge of the area which is to receive concrete pavement in order to accommodate the slip -form equipment. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 47 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Concrete shall not be placed during a heavy rainfall. Prior to placing concrete: 1. The surface shall be moist; 2. Excess water (e.g., standing, pooling or flowing) shall be removed from the surface. 3. The surface shall be clean and free of any deleterious materials. 4. The surface temperature shall not exceed 120°F or be frozen. 5-05.3(7)A Slip -Form Construction The second sentence of the first paragraph is revised to read: The alignment and elevation of the paver shall be regulated from outside reference lines established for this purpose, or by an electronic control system capable of controlling the line and grade within required tolerances. Section 6-02, Concrete Structures August 7, 2017 6-02.2 Materials The item "Elastomeric Bearing Pads" is revised to read "Fabricated Bridge Bearing Assemblies". 6-02.3(2) Proportioning Materials In the sixth paragraph, the reference to "Section 9-01.2(4)" is revised to read "9-01.2(1)B". 6-02.3(2)A Contractor Mix Design The following new sentence is inserted after the first sentence of the third paragraph: The mix design submittal shall also include test results no older than one year showing that the Aggregates do not contain Deleterious Substances in accordance with Section 9- 03. 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D Item number 4 of the first paragraph is deleted. Items number 5, 6, and 7 of the first paragraph are renumbered to 4, 5, and 6, respectively. The following new sentence is inserted after the second sentence of the last paragraph: Mix designs using shrinkage reducing admixture shall state the specific quantity required. The following new sentence is inserted before the last sentence of the last paragraph: Testing samples of mixes using shrinkage reducing admixture shall use the admixture amount specified in the mix design submittal. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 48 1 6-02.3(2)6 Commercial Concrete 2 The last sentence of the first paragraph is revised to read: 3 4 Commercial concrete does not require mix design or source approvals for cement, 5 aggregate, and other admixtures. 6 7 6-02.3(5)G Sampling and Testing for Temperature, Consistency and Air 8 Content 9 The last three paragraphs are revised to read: 10 11 Sampling and testing will be performed before concrete placement from the first load. 12 Concrete shall not be placed until all tests have been completed by the Engineer, and the 13 results indicate that the concrete is within acceptable limits. If the concrete is not within 14 acceptable limits, sampling and testing will continue before concrete placement for each 15 load until one load meets all of the applicable acceptance requirements. After one test 16 indicates that the concrete is within specified limits, the concrete may be placed and the 17 sampling and testing frequency may decrease to one for every 100 cubic yards. Sampling 18 shall be performed in accordance with FOP for WAQTC TM 2 and random samples shall 19 be selected in accordance with WSDOT T 716. After the first acceptable load of concrete, 20 up to'/2 cubic yard may be placed from subsequent loads to be tested prior to testing for 21 acceptance. 22 23 When the results for any subsequent acceptance test indicates that the concrete as 24 delivered and approved by the Contractor for placement does not conform to the specified 25 limits, the sampling and testing frequency will be resumed for each load. Whenever one 26 subsequent test indicates that the concrete is within the specified limits, the random 27 sampling and testing frequency of one for every 100 cubic yards may resume. 28 29 Sampling and testing for a placement of one class of concrete consisting of 50 cubic yards 30 or less will be as listed above, except that after one set of tests indicate that the concrete 31 is within specified limits, the remaining concrete to be placed may be accepted by visual 32 inspection. 33 34 6-02.3(6)A1 Hot Weather Protection 35 This section is revised to read: 36 37 The Contractor shall provide concrete within the specified temperature limits. Cooling of 38 the coarse aggregate piles by sprinkling with water is permitted provided the moisture 39 content is monitored and the mixing water is adjusted for the free water in the aggregate. 40 Shading or cooling aggregate piles (sp'rinkling of fine aggregate piles with water is not 41 allowed). If sprinkling of the coarse aggregates is to be used, the piles moisture content 42 shall be monitored and the mixing water adjusted for the free water in the aggregate. In 43 addition, when removing the coarse aggregate, it shall be removed from at least 1 foot 44 above the bottom of the pile. Refrigerating mixing water; or replacing all or part of the 45 mixing water with crushed ice, provided the ice is completely melted by placing time. 46 47 If air temperature exceeds 90°F, the Contractor shall use water spray or other accepted 48 methods to cool all concrete -contact surfaces to less than 90°F. These surfaces include 49 forms, reinforcing steel, steel beam flanges, and any others that touch the mix. 50 51 6-02.3(6)A2 Cold Weather Protection 52 This section is revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 49 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Concrete shall be maintained at or above a temperature of 40°F during the first seven days of the Cold Weather Protection Period and at or above a temperature of 35°F during the remainder of the Cold Weather Protection Period. Cold weather protection requirements do not apply to concrete in shafts and piles placed below the ground line. Prior to placing concrete in cold weather, the Contractor shall submit a Type 2 Working Drawing with a written procedure for cold weather concreting. The procedure shall detail how the Contractor will adequately cure the concrete and prevent the concrete temperature from falling below the minimum temperature. Extra protection shall be provided for areas especially vulnerable to freezing (such as exposed top surfaces, corners and edges, thin sections, and concrete placed into steel forms). Concrete placement will only be allowed if the Contractor's cold weather protection plan has been accepted by the Engineer. Prior to concrete placement, the Contractor shall review the 7 -day temperature predictions for the job site from the Western Region Headquarters of the National Weather Service (www.wrh.noaa.gov). When temperatures below 35°F are predicted, the Contractor shall: Install temperature sensors in each concrete placement. One sensor shall be installed for every 100 cubic yards of concrete placed. Sensors shall be installed at locations directed by the Engineer, and shall be placed 1.5 inches from the face of concrete. 2. Immediately after concrete placement, temperature sensors shall be installed on the concrete surface at locations directed by the Engineer. One sensor shall be installed for every 100 cubic yards of concrete placed. Temperatures shall be measured and recorded a minimum of every hour for the duration of the Cold Weather Protection Period. Temperature data shall be submitted to the Engineer as a Type 1 Working Drawing within three days following the end of the Cold Weather Protection Period. For each day that the concrete temperature falls below 40°F during the first seven days of the Cold Weather Protection Period, no curing time is awarded for that day and the Cold Weather Protection Period is extended for one additional day. If the concrete temperature falls below 35°F during the Cold Weather Protection Period, the concrete may be rejected by the Engineer. 6-02.3(7) Concrete Exposed to Sea Water This section including title is revised to read: 6-02.3(7) Vacant 6-02.3(8) Concrete Exposed to Alkaline Soils or Water This section including title is revised to read: 6-02.3(8) Vacant 6-02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement This section is revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 50 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Contractor shall measure and record the concrete temperature and ambient temperature a minimum of every hour for seven calendar days after concrete placement. The Contractor shall place two temperature sensors in the bridge deck at locations specified by the Engineer. The Contractor shall measure ambient temperature near the locations where concrete temperature is being measured. When the bridge deck is being enclosed and heated to meet cold weather requirements, ambient temperature readings shall be taken within the enclosure. The Contractor shall submit the concrete temperature and ambient temperature data as a Type 1 Working Drawing in spreadsheet format within 14 calendar days from placing the bridge deck concrete. The Contractor shall submit a Type 1 Working Drawing consisting of the type and model of each device and the method used to measure and record the temperatures. 6-02.3(13)A Strip Seal Expansion Joint System The first paragraph is revised to read: The Contractor shall submit Type 2 Working Drawings consisting of the strip seal expansion joint shop drawings. These plans shall include, at a minimum, the following: Plan, elevation, and sections of the joint system and all components, with dimensions and tolerances. 2. All material designations. 3. Manufacturer's written installation procedure. The installation procedure shall indicate how the extrusions set into the two sides of the joint will be allowed to move independently of one another. 4. Corrosion protection system used on the metal components. 5. Locations of welded shear studs, lifting mechanisms, temperature setting devices, and construction adjustment devices. 6. Method of sealing the system to prevent leakage of water through the joint. 7. Details of the temporary supports for the steel extrusions while the encapsulating concrete of the headers is placed and cured. 8. The gland installation procedure, including the means and methods used to install the gland and assure correct seating of the gland within the steel extrusions. The following new paragraph is inserted after the third paragraph: If the gland is installed in the field, the Contractor shall have the services of a strip seal expansion joint system manufacturer's technical representative physically present at the job site. The manufacturer's technical representative shall train the Contractor's personnel performing the field installation of the gland, provide technical assistance for installing the gland, and observe and inspect the installation of at least the first complete joint. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 51 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The second to last paragraph is deleted. 6-02.3(14)D General Requirements for Concrete Surface Finishes Produced by Form Liners The first two sentences of the third paragraph are deleted. 6-02.3(16) Plans for Falsework and Formwork The last sentence of the first paragraph is revised to read: A submittal is not required for footing or retaining wall formwork if the concrete placement is 4 feet or less in height. The second to last paragraph is revised to read: The Contractor shall furnish associated design calculations to the Engineer as part of the submittal. The design calculations shall include the structural and geotechnical design of the foundation and shall show the stresses and deflections in all load -carrying members that are part of the falsework system. Construction details which may be shown in the form of sketches on the calculation sheets shall be shown in the falsework or formwork drawings as well. Falsework or formwork plans will not be accepted in cases where it is necessary to refer to the calculation sheets for information needed for complete understanding of the falsework and formwork plans or how to construct the falsework and formwork. The last paragraph is deleted. 6-02.3(17)D Falsework Support Systems: Piling, Temporary Concrete Footings, Timber Mudsills, Manufactured Shoring Towers, Caps, and Posts This section, including title, is revised to read: 6-02.3(17)D Falsework Support Systems: Foundations, Manufactured Shoring Towers, Caps, and Posts Foundations for falsework shall be designed for conditions stated in this Section using methods shown in the AASHTO Standard Specifications for Highway Bridges Seventeenth Edition — 2002 for allowable stress design, the AASHTO LRFD Bridge Design Specifications for load and resistance factor design or the AASHTO Guide Design Specifications for Bridge Temporary Works. Allowable stresses for materials shall not exceed stresses and conditions allowed by Section 6-02.3(17)B. 6-02.3(17)D1 Piling This section including title is revised to read: 6-02.3(17)D1 Vacant 6-02.3(17)D2 Temporary Concrete Footings and Timber Mudsills This section including title is revised to read: 6-02.3(17)D2 Vacant 6-02.3(17)D4 Manufactured Shoring Tower Systems and Devices The fifth paragraph is deleted. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 52 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 6-02.3(17)D5 Cross -Braced Type Base Frames This section is deleted in its entirety. 6-02.3(17)D6 Ladder Type Base Frames This section is deleted in its entirety. 6-02.3(17)D7 Intermediate Strength Shoring This section is deleted in its entirety. 6-02.3(17)D8 Heavy -Duty Shoring Systems This section is deleted in its entirety. 6-02.3(17)K Concrete Forms on Steel Spans In the last paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325". 6-02.3(17)N Removal of Falsework and Forms The fifth paragraph is deleted. 6-02.3(19)A Vacant This section, including title, is revised to read: 6-02.3(19)A Submittals of Acceptance Test Reports and Certificates The Contractor shall submit the following production samples and test reports and certificates for fabricated bridge bearing assemblies as applicable: A Type 2 Working Drawing consisting of a six-inch square by '/8 -inch thick sample of PTFE taken from the lot of production material. 2. A Type 2 Working Drawing consisting of a six-inch square by 1 -inch thick sample of pre -formed fabric pad taken from the lot of production material. 3. Type 1 Working Drawings consisting of Manufacturers' Certificates of Compliance for the PTFE, polyether urethane, pre -formed fabric pad duck, silicone grease, epoxy gel, and resin filler. 4. Type 1 Working Drawings consisting of certified mill test reports for all steel and stainless steel in the bearing assemblies. 5. Type 1 Working Drawings consisting of certified test reports confirming that the pre -formed fabric pads meet the specific requirements of proof load. 6-02.3(24)A Field Bending This section (excluding the tables) is revised to read: Field bending of AASHTO M31 Grade 60 and ASTM A706 Grade 60 reinforcement shall be done in accordance with the requirements of this section. Field bending of all other reinforcement shall require a Type 2 Working Drawing showing the bend radii, bending and heating procedures, and any inspection or testing requirements. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 53 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Field bending shall not be done on reinforcement within the top or bottom third of column lengths or within plastic hinge regions identified in the Plans. Field bending shall not be done on bar sizes No. 14 or No. 18. In field -bending steel reinforcing bars, the Contractor shall: Make the bend gradually using a bending tool equipped with a bending diameter as listed in Table 1. Bending shall not be done by means of hammer blows and pipe sleeves. When bending to straighten a previously bent bar, move a hickey bar progressively around the bend. 2. Apply heat as described below for bending bar sizes No. 6 through No. 11 and for bending bar sizes No. 5 and smaller when the bars have been previously bent. Previously unbent bars of sizes No. 5 and smaller may be bent without heating when the bar temperature is 40°F or higher. When previously unbent bars of sizes No. 5 and smaller have a bar temperature lower than 40°F, they shall be heated to within the range of 100°F to 150°F priorto bending. In applying heat for field -bending steel reinforcing bars, the Contractor shall: a. Avoid damage to the concrete by insulating any concrete within 6 inches of the heated bar area; b. Apply two heat tips simultaneously at opposite sides of bar sizes No. 7 or larger; c. Heat the bar to within the required temperature range shown in Table 2 as verified by using temperature -indicating crayons or other suitable means; d. Heat a minimum bar length as shown in Table 3. Locate the heated section of the bar to include the entire bending length; e. Bend immediately after the required temperature range has been achieved. Maintain the bar within the required temperature range during the entire bending process; Do not cool bars artificially with water, forced air, or other means. 3. Limit any bend or straightening to these maximum angles: 135 degrees for bar sizes No. 8 or smaller, and 90 degrees for bar sizes No. 9 through No. 11. 4. Repair epoxy coating on epoxy coated bars in accordance with Section 6- 02.3(24)H. 6-02.3(25) Prestressed Concrete Girders Under the heading "Prestressed Concrete Slab Girder", the second sentence is deleted. 6-02.3(25)A Shop Drawings The sixth paragraph is deleted. 6-02.3(25)F Prestress Release The last two sentences of the last paragraph are deleted and replaced with the following single sentence: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 54 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 This request shall be submitted as a Type 2E Working Drawing analyzing changes in vertical deflection, girder lateral stability and concrete stresses in accordance with Section 6-02.3(25)L2. 6-02.3(25)H Finishing Item number 2 in the first paragraph is revised to read: 2. The bottoms, sides, and tops of the lower flanges on all girders, including the top of the bottom slab between the tub girder webs. 6-02.3(25)1 Fabrication Tolerances Items 4 and 5 in the first paragraph are revised to read: 4. Flange Depth: ±'/4 inch 5. Strand Position: Individual strands: ±'/4 inch Bundled strands: ±'/2 inch Harped strand group center of gravity at the girder ends: ± 1 inch Items 7, 8, 9 and 10 in the first paragraph are revised to read: 7. Position of an Interior Void, vertically and horizontally: ±'/2 inch. 8. Bearing Recess (center of recess to girder end): ± % inch. 9. Girder Ends (deviation from square or designated skew): Horizontal: ±'/8 inch per foot of girder width, up to a maximum of ±'/2 inch Vertical: ± 3/,s inch per foot of girder depth, up to a maximum of ± 1 inch 10. Bearing Area Deviation from Plane (in length or width of bearing): ±'/8 inch Items 14 and 15 in the first paragraph are revised to read: 14. Local smoothness of any surface: ±'/4 inch in 10 feet. 15. Differential Camber between Girders in a Span (measured in place at the job site): For wide flange deck and deck bulb Cambers shall be equalized when tee girders with a cast -in-place the differences in cambers between reinforced concrete deck: adjacent girders exceeds ± % inch For wide flange deck, deck bulb tee Cambers shall be equalized when and slab girders without a cast -in- the differences in cambers between lace reinforced concrete deck: adjacent girders exceeds ±'/4 inch Item 17 in the first paragraph is revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 55 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 17. Position of Lifting Embedments: ± 3 inches longitudinal, ±'/4 inch transverse. 6-02.3(25)J Horizontal Alignment This section is revised to read: The Contractor shall check and record the horizontal alignment (sweep) of each girder at the following times: Initial — Upon removal of the girder from the casting bed 2. Shipment — Within 14 days prior to shipment; and 3. Erection — After girder erection and cutting temporary top strands but prior to any equalization, welding ties or placement of diaphragms. Horizontal alignment of the top and bottom flanges shall be checked and recorded. Alternatively, the Contractor may check and record the horizontal alignment of the web near mid -height of the girder. Each check shall be made by measuring the maximum offset at mid -span relative to a chord that starts and stops at the girder ends. The Contractor shall check and record the alignment at a time when the girder is not influenced by temporary differences in surface temperature. Records for the initial check (item 1 above) shall be included in the Contractor's prestressed concrete certificate of compliance. Records for all other checks shall be submitted as a Type 1 Working Drawing. For each check (Items 1 to 3 above), the alignment shall not be offset more than '/8 inch for each 10 feet of girder length. Girders not meeting this tolerance for the shipment check (Item 2 above) shall require an analysis of girder lateral stability and stresses in accordance with Section 6-02.3(25)L1. The Contractor shall perform this analysis and submit it as a Type 2E Working Drawing prior to shipment of the girder. Any girder that exceeds an offset of 1/8 inch for each 10 feet of girder length for the erection check (Item 3 above) shall be corrected at the job site to the '/s inch maximum offset per 10 feet of girder length before concrete is placed into the diaphragms. The Contractor shall submit a Type 2 Working Drawing for any required corrective action. The maximum distance between the side of a prestressed concrete slab girder, or the edge of the top flange of a wide flange deck, wide flange thin deck or deck bulb tee girder, and a chord that extends the full length of the girder shall be ±'/z inch after erection (Item 3 above). 6-02.3(25)K Vertical Deflection Items 2 and 3 in the first paragraph are revised to read: 2. Shipment — Within 14 days prior to shipment; 3. Erection — After girder erection and cutting temporary top strands but prior to any equalization, welding ties or placement of diaphragms. The following new paragraph is inserted after the second paragraph: Girders with vertical deflections not meeting the limit shown in the Plans for the shipment check (Item 2 above) shall require an analysis of girder lateral stability and stresses in CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 56 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 accordance with Section 6-02.3(25)L1. The Contractor shall perform this analysis and submit it as a Type 2E Working Drawing prior to shipment. The following new sentence is inserted after the second sentence of the fourth to last paragraph: Any diaphragms are assumed to be placed. The last three paragraphs are deleted and replaced with the following: If the girder vertical deflection measured for the erection check (Item 3 above) is not between the lower "D" dimension bound shown in the Plans and the upper "D" dimension bound shown in the Plans plus 3/4 inches, the Engineer may require corrective action. The Contractor shall submit a Type 2 Working Drawing for any required corrective action. 6-02.3(25)L Handling and Storage The second paragraph is revised to read: For strand lift loops, only '/2 -inch diameter or 0.6 -inch diameter strand conforming to Section 9-07.10 shall be used, and a minimum 2 -inch diameter straight pin of a shackle shall be used through the loops. Multiple loops shall be held level in the girder during casting in a manner that allows each loop to carry its share of the load during lifting. The minimum distance from the end of the girder to the centroid of the strand lift loops shall be 3 feet. The loops for all prestressed concrete girders, with the exception of prestressed concrete slab girders, shall project a minimum of 1'-6" from the top of the girder. The loops for prestressed concrete slab girders shall project a minimum of 4 inches. Loops shall extend to within 3 inches clear of the bottom of the girder, terminating with a 9 -inch long 90 -degree hook. Loads on individual loops shall be limited to 12 kips, and all girders shall be picked up at a minimum angle of 60 degrees from the top of the girder. The third sentence of the fourth paragraph is revised to read: Alternatively, these temporary strands may be post -tensioned provided the strands are stressed on the same day that the permanent prestress is released into the girder and the strands are tensioned prior to lifting the girder. The second to last sentence of the fourth paragraph is revised to read: When the post -tensioned alternative is used, the Contractor shall be responsible for properly sizing the anchorage plates, and configuring the reinforcement adjacent to the anchorage plates, to prevent bursting or splitting of the concrete in the top flange. The second to last paragraph is deleted. This section is supplemented with the following new subsections: 6-02.3(25)L1 Girder Lateral Stability and Stresses The Contractor shall be responsible for safely lifting, storing, shipping and erecting prestressed concrete girders. The Contract documents may provide shipping and handling details for girders including lifting embedment locations (L), shipping support locations (L, and L2), minimum shipping CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 57 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 support rotational spring constants (Ke), minimum shipping support center -to -center wheel spacings (Wcc), vertical deflections and number of temporary top strands. These shipping and handling details have been determined in accordance with Section 6- 02.3(25)L2. The Contractor shall submit a Type 2E Working Drawing analyzing girder lateral stability and concrete stresses during lifting, storage, shipping and erection in accordance with Section 6-02.3(25)L2 in the following cases: Any of the analysis assumptions listed in Section 6-02.3(25)L2 are invalid. Determination of validity shall be made by the Contractor, except that analysis assumptions shall be considered invalid if the actual values are outside of the provided tolerances. 2. The Contractor intends to alter the shipping and handling details provided in the Contract documents. 3. The Contract documents do not provide shipping and handling details. 6-02.3(25)L2 Lateral Stability and Stress Analysis Analysis for girder lateral stability and concrete stresses during lifting, storage, shipping and erection shall be in accordance with the PCI Recommended Practice for Lateral Stability of Precast, Prestressed Concrete Bridge Girders, First Edition, Publication CB - 02 -16-E and the AASHTO LRFD Bridge Design Specifications edition identified in the Contract documents. The following design criteria shall be met: Factor of Safety against cracking shall be at least 1.0 2. Factor of Safety against failure shall be at least 1.5 3. Factor of Safety against rollover shall be at least 1.5 4. Allowable concrete stresses shall be as specified in Section 6-02.3(25)L3 The analysis shall address any effects on girder vertical deflection (camber), "A" dimensions at centerline of bearings and deck screed cambers (C). Shipping and handling details provided in the Contract documents have been determined using the following analysis assumptions: Girder dimensions, strand locations and lifting embedment locations are within the tolerances specified in Section 6-02.3(25)1 2. Girder horizontal alignment (sweep) is within the tolerance specified in Section 6-02.3(25)J 3. Girder vertical deflection (camber) at midspan is less than or equal to the value shown in the Plans for shipping 4. Minimum concrete compressive strength at release (f'c;) has been reached before initial lifting from casting bed. Minimum concrete compressive strength at 28 days (f'c) has been reached before shipping. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 58 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 5. Height of girder bottom above roadway at shipping supports is less than or equal to 72 inches 6. Height of shipping support roll center above roadway is 24 inches, ± 2 inches 7. Shipping support longitudinal placement (1-1 and 1-2) tolerance is ± 6 inches 8. Shipping support lateral placement tolerance is ±1 inches 9. Shipping supports provide the minimum shipping support rotational spring constant (Ke) and minimum shipping support center -to -center wheel spacings (Wcc) shown in the Plans 10. For shipping at highway speeds a ± 20% dynamic load allowance (impact) is included with a typical roadway superelevation of 2% 11. For turning at slow speeds, no dynamic load allowance (impact) is included with a maximum roadway superelevation of 6% 12. Wind, centrifugal and seismic forces are not considered 6-02.3(25)L3 Allowable Stresses Prestressed concrete girder stresses shall be limited to the following values at all stages of construction and in service: Condition Stress Location Allowable Stress ksi Temporary Tensile In areas without bonded Stress at reinforcement sufficient Transfer to resist the tensile force 0.0948Ff"i<_ 0.2 and Lifting in the concrete In areas with bonded from Casting reinforcement sufficient Bed to resist the tensile force 0.24A in the concrete Compressive All locations 0.65fci Temporary Tensile In areas without bonded Stress at reinforcement sufficient 0.0948.1 f� <_ 0.2 Shipping to resist the tensile force and in the concrete In areas with bonded Erection reinforcement sufficient , 0.19.1 f� to resist the tensile force in the concrete In areas with bonded reinforcement sufficient to resist the tensile force 0.24.1f' in the concrete when shipping at 6% CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 59 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Variables are as defined in the AASHTO LRFD Bridge Design Specifications. 6-02.3(25)M Shipping The last four paragraphs are deleted and replaced with the following: Girder lateral stability and stresses during shipping shall be in accordance with Section 6-02.3(25)L1. If the Contractor elects to assemble spliced prestressed concrete girders into shipping configurations not shown in the Contract documents, the Contractor shall submit a Type 2E Working Drawing analyzing girder lateral stability and concrete stresses in accordance with Section 6-02.3(25)L2 before shipping. 6-02.3(25)N Prestressed Concrete Girder Erection The second sentence of the first paragraph is revised to read: The erection plan shall conform to Section 6-02.3(25)L1. The last paragraph is revised to read: Stop plates and dowel bars for prestressed concrete girders shall be set with either epoxy grout conforming to Section 9-26.3 or type IV epoxy bonding agent conforming to Section 9-26.1. 6-02.3(25)0 Girder to Girder Connections The second paragraph is revised to read: Prestressed concrete girders shall be constructed in the following sequence: If required, deflections shall be equalized in accordance with the Contractor's equalization plan. 2. Any intermediate diaphragms shall be placed and any weld ties shall be welded in accordance with Section 6-03.3(25). Welding ground shall be attached directly to the steel plates being welded when welding the weld -ties. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 60 superelevation, without impact Compressive All locations 0.65f,' Final Tensile Precompressed tensile 0.0 Stresses zone at Service Compressive Effective prestress and 0.45f,' Load permanent loads Effective prestress, permanent loads and 0.60f,' transient live loads Final Compressive Fatigue I Load Stresses Combination plus one- 0.40f, at Fatigue half effective prestress Load and permanent loads Variables are as defined in the AASHTO LRFD Bridge Design Specifications. 6-02.3(25)M Shipping The last four paragraphs are deleted and replaced with the following: Girder lateral stability and stresses during shipping shall be in accordance with Section 6-02.3(25)L1. If the Contractor elects to assemble spliced prestressed concrete girders into shipping configurations not shown in the Contract documents, the Contractor shall submit a Type 2E Working Drawing analyzing girder lateral stability and concrete stresses in accordance with Section 6-02.3(25)L2 before shipping. 6-02.3(25)N Prestressed Concrete Girder Erection The second sentence of the first paragraph is revised to read: The erection plan shall conform to Section 6-02.3(25)L1. The last paragraph is revised to read: Stop plates and dowel bars for prestressed concrete girders shall be set with either epoxy grout conforming to Section 9-26.3 or type IV epoxy bonding agent conforming to Section 9-26.1. 6-02.3(25)0 Girder to Girder Connections The second paragraph is revised to read: Prestressed concrete girders shall be constructed in the following sequence: If required, deflections shall be equalized in accordance with the Contractor's equalization plan. 2. Any intermediate diaphragms shall be placed and any weld ties shall be welded in accordance with Section 6-03.3(25). Welding ground shall be attached directly to the steel plates being welded when welding the weld -ties. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 60 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3. Any keyways between adjacent girders shown in the Plans to receive grout shall be filled flush with the surrounding surfaces using a grout conforming to Section 9-20.3(2). 4. Equalization equipment shall not be removed and other construction equipment shall not be placed on the structure until intermediate diaphragms and keyway grout have attained a minimum compressive strength of 2,500 psi. 6-02.3(26)D2 Test Block Dimensions The first sentence is revised to read: The dimensions of the test block perpendicular to the tendon in each direction shall be the smaller of twice the minimum edge distance or the minimum spacing specified by the special anchorage device manufacturer, with the stipulation that the concrete cover over any confining reinforcing steel or supplementary skin reinforcement shall be appropriate for the project -specific application and circumstances. 6-02.3(26)E2 Ducts for External Exposed Installation In the first paragraph, "ASTM D3350" is revised to read "ASTM D3035". In the fourth paragraph, "ASTM D3505" is revised to read "ASTM D3035". 6-02.3(26)G Tensioning Item number 1 of the second paragraph is revised to read: All concrete has reached a compressive strength of at least 4,000 psi or the strength specified in the Plans. When tensioning takes place prior to 28 -day compressive strength testing on concrete sampled in accordance with Section 6-02.3(25)H, compressive strength shall be verified on field cured cylinders in accordance with the FOP for AASHTO T23. 6-02.3(27)A Use of Self -Consolidating Concrete for Precast Units Item number 2 of the first paragraph is revised to read: 2. Precast reinforced concrete three -sided structures, box culverts and split box culverts in accordance with Section 7-02.3(6). Section 6-03, Steel Structures January 3, 2017 6-03.3(33) Bolted Connections In this section, "AASHTO M253" is revised to read "ASTM F3125 Grade A490", "ASTM F1852" is revised to read "ASTM F3125 Grade F1852", and "ASTM A325" is revised to read "ASTM F3125 Grade A325". In the headings of Table 3, "A 325" is revised to read "ASTM F3125 Grade A325". In the headings of Table 3, "M 253" is revised to read "ASTM F3125 Grade A490". CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 61 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Section 6-05, Piling August 1, 2016 In this section, the words "capacity" and "capacities" are replaced with "resistance" and "resistances", respectively. 6-05.3(1) Piling Terms The third paragraph is revised to read: Overdriving — Over -driving of piles occurs when the ultimate bearing resistance calculated from the equation in Section 6-05.3(12), or the wave equation driving criteria if applicable, exceeds the ultimate bearing resistance required in the Contract in order to reach the minimum tip elevation specified in the Contract, or as required by the Engineer. The first sentence of the last paragraph is revised to read: Minimum Tip Elevation — The minimum tip elevation is the elevation to which the pile tip shall be driven. 6-05.3(3)A Casting and Stressing The last sentence of the third paragraph is revised to read: If the corrective action is not acceptable to the Engineer, the piling(s) will be subject to rejection by the Engineer. 6-05.3(5) Manufacture of Steel Piles This section is supplemented with the following new paragraph: At least 14 -days prior to the start of production of the piling, the Contractor shall advise the Engineer of the production schedule. The Contractor shall give the Inspector safe and free access to the Work. If the Inspector observes any nonspecification Work or unacceptable quality control practices, the Inspector will advise the plant manager. If the corrective action is not acceptable to the Engineer, the piling(s) will be subject to rejection by the Engineer. 6-05.3(9)A Pile Driving Equipment Approval The first sentence of the second paragraph is revised to read: The Contractor shall submit Type 2E Working Drawings consisting of a wave equation analysis for all pile driving systems used to drive piling with required maximum driving resistances of greater than 300 tons. Section 6-07, Painting August 7, 2017 6-07.3(2) Submittals This section is revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 62 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Contractor shall submit a painting plan consisting of one comprehensive submittal including all components described in this Section. The Contractor shall submit Type 2 Working Drawings of the painting plan components. For shop application of paint, the painting plan shall include the documents and samples listed in Sections 6-07.3(2)B, 6-07.3(2)C, and 6-07.3(2)E. For field application of paint, the painting plan shall include the documents and samples listed in Section 6-07.3(2)A through 6-07.3(2)F. 6-07.3(2)A Work Force Qualifications Submittal Component Item number 2 is revised to read: 2. Resume of qualifications and contact information for the Contractor's on-site supervisors. Each on-site supervisor shall have 3 years' minimum of industrial painting field experience with 1 year minimum of field supervisory or management experience in bridge painting projects. 6-07.3(2)D Hazardous Waste Containment, Collection, Testing, and Disposal Submittal Component This section is revised to read: The hazardous waste containment, collection, testing, and disposal submittal component of the painting plan shall include the following: Abrasive blasting containment system attachment and support in accordance with Section 6-07.3(10)A, with a complete description of each attachment device. 2. Details of jobsite material storage facilities and containment waste storage facilities, including location, security, and environmental control. 3. Methods and materials used to contain, collect, and dispose of all containment waste and all construction -related waste, including transportation of waste. 4. Details of the containment waste sampling plan conforming to WAC 173-303 for waste designated as dangerous waste or extremely hazardous waste. 5. The name of, and contact information for, the accredited analytical laboratory performing the testing of the containment waste samples in accordance with Section 6-07.3(10)F. 6. Process for tracking the disposal of hazardous waste, including a sample form of the tracking documentation. 7. When a wind speed threshold is specified, a description of the method to lower or withdraw tarps, plastic exterior, and other containment components presenting an exposed face to wind, and the estimated time required to accomplish this action. 8. Provisions for dust and debris collection, ventilation, and auxiliary lighting within the containment system. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 63 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6-07.3(2)E Cleaning and Surface Preparation Equipment Submittal Component This section, including title, is revised to read: 6-07.3(2)E Cleaning and Surface Preparation Submittal Component The cleaning and surface preparation submittal component of the painting plan shall include the following: Details of the abrasive blast cleaning operation, including: a. Description of the abrasive blast cleaning procedure. b. Type, manufacturer, and brand of abrasive blast material and all associated additives, including Materials Safety Data Sheets (MSDS). Description of the abrasive blast cleaning equipment to be used. 6-07.3(3)A Quality Control and Quality Assurance for Shop Application of Paint In this section, "approved" is revised to read "accepted". 6-07.3(3)B Quality Control and Quality Assurance for Field Application of Paint The first sentence of the first paragraph is revised to read: For field application of paint, the Contractor shall conduct quality control inspections as required by SSPC-PA 1, using the personnel and the processes outlined in the painting plan. The second paragraph is revised to read: A Type 1 Working Drawing consisting of the Contractor's daily quality control report, signed and dated by the Contractor's quality control inspector, accompanied by copies of the test results of quality control tests performed on the work covered by the daily quality control report, shall be submitted before the end of the next day's work shift. In the third paragraph, "approval" is revised to read "acceptance". Item number 2 of the fourth paragraph is deleted. In the fourth paragraph, items 3, 4 and 5 are renumbered to 2, 3 and 4, respectively. 6-07.3(9)F Shop Surface Cleaning and Preparation In the first sentence, "approved" is revised to read "accepted". 6-07.3(9)G Application of Shop Primer Coat In the first sentence of the first paragraph, "approval" is revised to read "acceptance". The last sentence of the first paragraph is revised to read: Primer shall be applied with the spray nozzles and pressures recommended by the manufacturer of the paint system, to attain the film thicknesses specified. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 64 1 In the third paragraph, the first sentence is revised to read: 2 3 The Contractor shall provide access to the steel to permit inspection by the Engineer. 4 5 6-07.3(9)1 Application of Field Coatings 6 The following new paragraph is inserted before to the first paragraph: 7 8 An on-site supervisor shall be present for each work shift at the bridge site. 9 10 In the fourth paragraph (after the preceding Amendment is applied), "approved" is deleted from 11 the first sentence. 12 13 The first sentence of the last paragraph is revised to read: 14 15 All paint damage that occurs shall be repaired in accordance with the manufacturer's 16 written recommendations. 17 18 6-07.3(10)A Containment 19 The first four paragraphs are deleted and replaced with the following three paragraphs: 20 21 The containment system shall be in accordance with SSPC Technology Guide No. 6, 22 Guide for Containing Surface Preparation Debris Generated During Paint Removal 23 Operations Class 1. The containment system shall fully enclose the steel to be painted 24 and not allow any material to escape the containment system. The Contractor shall 25 protect the surrounding environment from all debris or damage resulting from the 26 Contractor's operations. 27 28 Except as otherwise specified in the Contract, the containment length shall not exceed 29 the length of a span (defined as pier to pier). The containment system shall not cause any 30 damage to the existing structure. Attachment devices shall not mark or otherwise damage 31 the steel member to which they are attached. Field -welding of attachments to the existing 32 structure will not be allowed. The Contractor shall not drill holes into the existing structure 33 or through existing structural members except as shown in the Contractor's painting plan 34 Working Drawing submittal. 35 36 Emissions shall be assessed by Visible Emission Observations (Method A) in SSPC 37 Technology Update No. 7 Section 6.2 and shall be limited to the Level A Acceptance 38 Criteria Option Level 0 Emissions standard. If visible emissions occur or if failure to the 39 containment system occurs or if signs of failure to the containment system are present, 40 the Contractor shall stop work immediately. Work shall not resume until the failure has 41 been corrected to the satisfaction of the Engineer. 42 43 6-07.3(10)B Bird Guano, Fungus, and Vegetation Removal 44 The last paragraph is revised to read: 45 46 Bird guano, bird nesting materials, fungus, and vegetative growth shall be disposed of at 47 a land disposal site accepted by the Engineer. The Contractor shall submit a Type 1 48 Working Drawing consisting of a copy of the disposal receipt, which shall include a 49 description of the disposed material. 50 51 6-07.3(10)C Dry Cleaning 52 This section is revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 65 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Dry cleaning shall include removal of accumulated dirt and debris on the surfaces to be painted. Collected dirt and debris shall be disposed of at a land disposal site accepted by the Engineer. The Contractor shall submit a Type 1 Working Drawing consisting of a copy of the disposal receipt, which shall include a description of the disposed material. 6-07.3(10)D Surface Preparation Prior to Overcoat Painting The second paragraph is revised to read: Following any preparation by SSPC-SP1, all steel surfaces to be painted shall be prepared in accordance with SSPC-SP 7, brush-off blast cleaning. Surfaces inaccessible to brush-off blast shall be prepared in accordance with SSPC-SP 15, commercial grade power tool cleaning, as allowed by the Engineer. The first sentence of the third paragraph is revised to read: Following brush-off blast cleaning, the Contractor shall perform spot abrasive blast cleaning in accordance with SSPC-SP 6, commercial blast cleaning. In the fifth sentence of the third paragraph, "approved" is revised to read "accepted". The second sentence of the last paragraph is deleted. 6-07.3(10)F Collecting, Testing, and Disposal of Containment Waste The third, fourth and fifth paragraphs are deleted and replaced with the following two new paragraphs: Containment waste is defined as all paint chips and debris removed from the steel surface and all abrasive blast media, as contained by the containment system. After all waste from the containment system has been collected, the Contractor shall collect representative samples of the components that field screening indicates are lead - contaminated material. The Contractor shall collect at least one representative sample from each container. The Contractor may choose to collect a composite sample of each container, but the composite sample must consist of several collection points (a minimum of 3 random samples) that are representative of the entire contents of the container and representative of the characteristics of the type of waste in the container. In accordance with WAC 173-303-040, a representative sample means "a sample which can be expected to exhibit the average properties of the sample source." The debris shall be tested for metals using the Toxicity Characteristics Leaching Procedure (TCLP) and EPA Methods 1311 and 6010. At a minimum, the materials should be analyzed for the Resource Conservation and Recovery Act (RCRA) 8 Metals (arsenic, barium, cadmium, chromium, lead, mercury, selenium, and silver). Pursuant to the Dangerous Waste (DW) Regulations Chapter 173-303-90(8)(c) WAC, "Any waste that contains contaminants which occur at concentrations at or above the DW threshold must be designated as DW." All material within each individual container or containment system that designates as DW shall be disposed of at a legally permitted Subtitle C Hazardous Waste Landfill. All material within each individual container or containment system that designate below the DW threshold, will be designated as "Solid Waste" and shall be disposed of at a legally permitted Subtitle D Landfill. Disposal shall be in accordance with WAC 173-303 for waste designated "Dangerous Waste" and pursuant to WAC 173-350 for waste designated as "Solid Waste". CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 66 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The first sentence of the fifth to last paragraph is revised to read: The Contractor shall submit a Type 1 Working Drawing consisting of two copies of the transmittal documents or bill of lading listing the waste material shipped from the construction site to the waste disposal site. 6-07.3(10)G Treatment of Pack Rust and Gaps In this section, "approved by the Engineer" is revised to read "accepted by the Engineer" 6-07.3(10)H Paint System In the last paragraph, "approved" is revised to read "allowed". 6-07.3(10)1 Paint Color In the last sentence, "approved" is revised to read "allowed". 6-07.3(10)J Mixing and Thinning Paint In the third paragraph, "approved" is revised to read "allowed". 6-07.3(10)0 Applying Field Coatings The following new paragraph is inserted before the first paragraph: An on-site supervisor shall be present for each work shift at the bridge site. In the sixth paragraph (after the preceding Amendment is applied), "approved" and "approval" are revised to read "accepted" and "acceptance", respectively. In the seventh paragraph (after the preceding Amendment is applied), "approval" is revised to read "concurrence". The second sentence of the last paragraph is revised to read: Any plank removal or cutting shall be done with the concurrence of the Engineer. 6-07.3(10)P Field Coating Repair In the second to last sentence, "approved" is revised to read "accepted". The last sentence is deleted. 6-07.3(11)A Painting of Galvanized Surfaces In the last sentence, "approval" is revised to read "acceptance". 6-07.5 Payment The following new paragraph is inserted after the paragraph following the Bid item "Cleaning and Painting - ", lump sum: When a weather station is specified, all costs in connection with furnishing, installing, operating, and removing the weather station, including furnishing mounting hardware and repeaters, accessories and wireless display console units, processing and submitting daily weather data reports, maintenance and upkeep, shall be included in the lump sum Contract price for "Cleaning And Painting — " CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 67 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Section 6-08, Waterproofing January 3, 2017 This section and all subsections, including title, is revised to read: 6-08 Bituminous Surfacing on Structure Decks 6-08.1 Description This Work consists of removing and placing Hot Mix Asphalt (HMA) or Bituminous Surface Treatment (BST) directly on or over a Structure. This Work also includes performing concrete bridge deck repair, applying waterproofing membrane, and sealing paving joints. 6-08.2 Materials Materials shall meet the requirements of the following sections: Bituminous Surface Treatment 5-02.2 Hot Mix Asphalt 5-04.2 Joint Sealants 9-04.2 Closed Cell Foam Backer Rod 9-04.2(3)A Waterproofing Membrane (Deck Seal) 9-11 Bridge Deck Repair Material 9-20.5 6-08.3 Construction Requirements 6-08.3(1) Definitions Adjusted Removal Depth — the Bituminous Pavement removal depth specified by the Engineer to supersede the Design Removal Depth after review of the Contractor survey of the existing Bituminous Pavement grade profile. Bituminous Pavement — the surfacing material containing an asphalt binder. Design Removal Depth — the value shown in the "pavement schedule" or elsewhere in the Plans to indicate the design thickness of Bituminous Pavement to be removed. Final Grade Profile — the compacted finished grade surface of completed Bituminous Pavement surfacing consisting of a vertical profile and superelevation cross -slope, developed by the Engineer for Grade Controlled Structure Decks based on the Contractor survey. Grade Controlled — a Structure Deck requiring restriction of Bituminous Pavement work, including restriction of pavement removal methods and restriction of overlay pavement thicknesses. Structure Deck — the bridge deck (concrete or timber), bridge approach slab, top of concrete box culvert, or other concrete surfaces over or upon which existing Bituminous Pavement is removed and new Bituminous Pavement is applied. 6-08.3(2) Contractor Survey for Grade Controlled Structure Decks Prior to removing existing Bituminous Pavement from a Grade Controlled Structure Deck, the Contractor shall complete a survey of the existing surface CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 68 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 for use in establishing the existing cross section and grade profile elevations. When removal of Bituminous Pavement is to be achieved by rotary milling/planing, the Contractor's survey shall also include the depths of the existing surfacing at each survey point. The Contractor is responsible for all calculations, surveying, installation of control points, and measuring required for setting, maintaining and resetting equipment and materials necessary for the construction of the overlay to the Final Grade Profile. 6-08.3(2)A Survey Requirements The Contractor shall establish at least two primary survey control points for controlling actual Bituminous Pavement removal depth and the Final Grade Profile. Horizontal control shall be by station and offset which shall be tied to either the Roadway centerline or the Structure centerline. Vertical control may be an assumed datum established by the Contractor. Primary control points shall be described by station or milepost and offset on the baseline selected by the Contractor. The Contractor may expand the survey control information to include secondary horizontal and vertical control points as needed for the project. Survey information collected shall include station or milepost, offset, and elevation for each lane line and curb line. Survey information shall be collected at even 20 foot station intervals, and along the centerline of each bridge expansion joint. The survey shall extend 300'-0" beyond the bridge back of pavement seat or end of Structure Deck. The survey information shall include the top of Bituminous Pavement elevation and, when rotary milling/planing equipment is used, the corresponding depth of Bituminous Pavement to the Structure Deck. The Contractor shall ensure a surveying accuracy to within ± 0.01 feet for vertical control and ± 0.2 feet for horizontal control. Voids in HMA created by the Contractor's Bituminous Pavement depth measurements shall be filled by material conforming to Section 9-20 or another material acceptable to the Engineer. 6-08.3(2)B Survey Submittal The Contractor's survey records shall include descriptions of all survey control points including station/milepost, offset, and elevations of all secondary control points. The Contractor shall maintain survey records of sufficient detail to allow the survey to be reproduced. The Contractor shall submit a Type 2 Working Drawing consisting of the compiled survey records and information. Survey data shall be submitted as an electronic file in Microsoft Excel format. 6-08.3(2)C Final Grade Profile and Adjusted Removal Depth Based on the results of the survey, the Engineer may develop a Final Grade Profile and Adjusted Removal Depth. If they are developed, the Final Grade Profile and Adjusted Removal Depth will be provided to the Contractor within three working days after receiving the Contractor's survey information. When provided, the Adjusted Removal Depth supersedes the CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 69 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Design Removal Depth to become the Bituminous Pavement removal depth for that Structure Deck. 6-08.3(3) General Bituminous Pavement Removal Requirements The Contractor shall remove Bituminous Pavement and associated deck repair material from Structure Decks to the horizontal limits shown in the Plans and to either the specified or adjusted Bituminous Pavement removal depth as applicable. Removal of Bituminous Pavement within 12 -inches of existing permanent features that limit the reach of the machine or the edge of the following items shall be by hand or by hand operated (nominal 30 -pounds class) power tools: existing bridge expansion joint headers; steel expansion joint assemblies; concrete butt joints between back of pavement seats and bridge approach slabs, bridge drain assemblies; thrie beam post steel anchorage assemblies fastened to the side or top of the Structure Deck. When removing Bituminous Pavement with a planer, Section 5-04.3(14) shall apply. If the planer contacts the Structure Deck in excess of the specified planing depth tolerance, or contacts steel reinforcing bars at any time, the Contractor shall immediately cease planing operations and notify the Engineer. Planing operations shall not resume until completion of the appropriate adjustments to the planing machine and receiving the Engineer's concurrence to resume. 6-08.3(4) Partial Depth Removal of Bituminous Pavement from Structure Decks The depth of surfacing removal, as measured to the bottom of the lowest milling groove generated by the rotary milling/planing machine shall be +0.01, -0.02- feet of the specified or Adjusted Removal Depth as applicable. 6-08.3(5) Full Depth Removal of Bituminous Pavement from Structure Decks 6-08.3(5)A Method of Removal The Contractor shall perform full depth removal by a method that does not damage or remove the Structure Deck in excess of the specified Bituminous Pavement removal tolerance. The Contractor shall submit a Type 2 Working Drawing consisting of the proposed methods and equipment to be used for full depth removal. 6-08.3(5)B Planer Requirements for Full Depth Removal The final planed surface shall have a finished surface with a tolerance of +0.01, -0.02 feet within the planed surface profile, as measured from a 10 - foot straight edge. Multiple passes of planing to achieve smoothness will not be allowed. In addition to Section 6-08.3(3), the planing equipment shall conform to the following additional requirements: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY The cutting tooth spacing on the rotary milling head shall be less than or equal to'/4 inch. 70 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 2. The rotary milling/planing machine shall have cutting teeth that leave a uniform plane surface at all times. All teeth on the mill head shall be kept at a maximum differential tolerance of %-inch between the shortest and longest tooth, as measured by a straight edge placed the full width of the rotary milling head. 3. Cutting tips shall be replaced when 30 percent of the total length of the cutting tip material remains. Prior to each day's Bituminous Pavement removal operations, the Contractor shall confirm to the satisfaction of the Engineer that the rotary head cutting teeth are within the specified tolerances. 6-08.3(5)C Structure Deck Cleanup after Bituminous Pavement Removal Waterproofing membrane that is loose or otherwise not firmly bonded to the Structure Deck shall be removed as an incidental component of the Work of surfacing removal. Existing waterproofing membrane bonded to the Structure Deck need not be removed. 6-08.3(6) Repair of Damage due to Bituminous Pavement Removal Operations All concrete bridge deck, pavement seat, and steel reinforcing bar damage due to the Contractor's surfacing removal operations shall be repaired by the Contractor in accordance with Section 1-07.13, and as specified below. Damaged concrete in excess of the specified Bituminous Pavement removal tolerance shall be repaired in accordance with Section 6-08.3(7), with the bridge deck repair material placed to the level of the surrounding bridge deck and parallel to the final grade paving profile. Damaged steel reinforcing bar shall be repaired as follows: Damage to steel reinforcing bar resulting in a section loss less than 20 - percent of the bar with no damage to the surrounding concrete shall be left in place and shall be repaired by removing the concrete to a depth %-inches around the top steel reinforcing bar and placing bridge deck repair material accepted by the Engineer to the level of the bridge deck and parallel to the final grade paving profile. 2. Damage to steel reinforcing bar resulting in a section loss of 20 -percent or more in one location, bars partially or completely removed from the bridge deck, or where there is a lack of bond to the concrete, shall be repaired by removing the adjacent concrete and splicing a new bar of the same size. Concrete shall be removed to provide a %-inch minimum clearance around the bars. The splice bars shall extend a minimum of 40 bar diameters beyond each end of the damage. 6-08.3(7) Concrete Deck Repair This Work consists of repairing the concrete deck after Bituminous Pavement has been removed. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 71 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6-08.3(7)A Concrete Deck Preparation The Contractor, with the Engineer, shall inspect the exposed concrete deck to establish the extent of bridge deck repair in accordance with Section 6- 09.3(6), except item 4 in Section 6-09.3(6) does not apply. Areas of Structure Deck left with existing well bonded waterproof membrane after full depth Bituminous Pavement removal are exempt from this inspection requirement. All loose and unsound concrete within the repair area shall be removed with jackhammers or chipping hammers no more forceful than the nominal 30 pounds class, or other mechanical means acceptable to the Engineer, and operated at angles less than 45 degrees as measured from the surface of the deck to the tool. If unsound concrete exists around the existing steel reinforcing bars, or if the bond between concrete and steel reinforcing bar is broken, the Contractor shall remove the concrete to provide a % inch minimum clearance to the bar. The Contractor shall take care to prevent damage to the existing steel reinforcing bars and concrete to remain. After removing sufficient concrete to establish the limits of the repair area, the Contractor shall make % inch deep vertical saw cuts and maintain square edges at the boundaries of the repair area. The exposed steel reinforcing bars and concrete in the repair area shall be abrasive blasted and blown clean just prior to placing the bridge deck repair material. 6-08.3(7)B Ultra -Low Viscosity, Two -Part Liquid, Polyurethane -Hybrid Polymer Concrete The ultra-low viscosity, two-part liquid, polyurethane -hybrid polymer concrete shall be mixed in accordance with the manufacturer's recommendations. Aggregate shall conform to the gradation limit requirements recommended by the manufacturer. The aggregate and the ultra-low viscosity, two-part liquid, polyurethane -hybrid polymer concrete shall be applied to the repair areas in accordance with the sequence and procedure recommended by the manufacturer. All repairs shall be float finished flush with the surrounding surface within a tolerance of '/g inch of a straight edge placed across the full width and breadth of the repair area. 6-08.3(7)C Pre -Packaged Cement Based Repair Mortar The Contractor shall mix the pre-packaged cement based repair mortar using equipment, materials and proportions, batch sizes, and process as recommended by the manufacturer. All repairs shall be float finished flush with the surrounding surface within a tolerance of 1/8 inch of a straight edge placed across the full width and breadth of the repair area. 6-08.3(7)D Cure All bridge deck repair areas shall be cured in accordance with the manufacturer's recommendations and attain a minimum compressive CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 72 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 strength of 2,500 psi before allowing vehicular and foot traffic on the repair and placing waterproofing membrane on the bridge deck over the repair. 6-08.3(8) Waterproof Membrane for Structure Decks This work consists of furnishing and placing a waterproof sheet membrane system over a prepared Structure Deck prior to placing an HMA overlay. The waterproof membrane system shall consist of a sheet membrane adhered to the Structure Deck with a primer. The Contractor shall comply with all membrane manufacturer's installation recommendations. 6-08.3(8)A Structure Deck Preparation The Structure Deck and ambient air temperatures shall be above 50°F and the Structure Deck shall be surface -dry at the time of the application of the primer and membrane. All areas of a Structure Deck that have fresh cast bridge deck concrete less than 28 days old (not including bridge deck repair concrete placed in accordance with Section 6-08.3(7)) shall cure for a period of time recommended by the membrane manufacturer, or as specified by the Engineer, before application of the membrane. The entire Structure Deck and the sides of the curb and expansion joint headers to the height of the HMA overlay shall be free of all foreign material such as dirt, grease, etc. Prior to applying the primer or sheet membrane, all dust and loose material shall be removed from the Structure Deck with compressed air. All surface defects such as spalled areas, cracks, protrusions, holes, sharp edges, ridges, etc., and other surface imperfections greater than '/4 inch in width shall be corrected prior to application of the membrane. 6-08.3(8)B Applying Primer The primer shall be applied to the cleaned deck surfaces at the rate according to the procedure recommended by the membrane manufacturer. All surfaces to be covered by the membrane shall be thoroughly and uniformly coated with primer. Structure Deck areas left with existing well bonded waterproof membrane after bituminous surfacing removal shall receive an application of primer in accordance with the membrane manufacturer's recommendations. Precautionary measures shall be taken to ensure that pools and thick layers of primer are not left on the deck surface. The membrane shall not be applied until the primer has cured or volatile material has substantially dissipated, in accordance with the membrane manufacturer's recommendations. The primer and waterproof membrane shall extend from the bridge deck up onto the curb face and expansion joint header face the thickness of the HMA overlay. The membrane shall adhere to the vertical surface. 6-08.3(8)C Placing Waterproof Membrane Membrane application shall begin at the low point on the deck, and continue in a lapped shingle pattern. The overlap shall be a minimum of six inches CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 73 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 or greater if recommended by the membrane manufacturer. Membrane seams shall be sealed as recommended by the membrane manufacturer. Hand rollers or similar tools shall be used on the applied membrane to assure firm and uniform contact with the primed Structure surfaces. The fabric shall be neatly cut and contoured at all expansion joints and drains. The cuts at bridge drains shall be two right angle cuts made to the inside diameter of the bridge deck drain outlet, after which the corners of the waterproof membrane shall be turned down into the drains and laid in a coating of primer. 6-08.3(8)D Membrane Repair and Protection The waterproof membrane will be visually inspected by the Engineer for uniformity, tears, punctures, bonding, bubbles, wrinkles, voids and other defects. All such deficiencies shall be repaired in accordance with the membrane manufacturer's recommendations prior to placement of the HMA overlay. The membrane material shall be protected from damage due to the paving operations in accordance with the membrane manufacturer's recommendations. No traffic or equipment except that required for the actual waterproofing and paving operations will be permitted to travel or rest on the membrane until it is covered by the HMA overlay. The use of windrows is not allowed for laydown of HMA on a membrane. Where waterproofing membrane is placed in stages or applied at different times, a strip of temporary paper shall be used to protect the membrane overlap from the HMA hand removal methods. 6-08.3(9) Placing Bituminous Pavement on Structure Decks HMA overlay shall be applied on Grade Controlled Structure Decks using reference lines for vertical control in accordance with Section 5-04.3(3)C. The compacted elevation of the HMA overlay on Structure Decks shall be within ± 0.02 feet of the specified overlay thickness or Final Grade Profile as applicable. Deviations from the final grade paving profile in excess of the specified tolerance and areas of non -conforming surface smoothness shall be corrected in accordance with Section 5-04.3(13). Final grade Roadway transitions to a Structure Deck with Bituminous Pavement shall not exceed a 0.20 percent change in grade in accordance with the bridge deck transition for HMA overlay Standard Plan, unless shown otherwise in the Plans. Final grade compacted HMA elevations shall be higher than an adjacent concrete edge by 1/4 inch ±'/s inch at all expansion joint headers and concrete butt joints as shown in the concrete to asphalt butt joint details of the bridge paving joint seals Standard Plan. This also applies to steel edges within the limits of the overlay such as bridge drain frames and steel joint riser bars at bridge expansion joints. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 74 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6-08.3(9)A Protection of Structure Attachments and Embedments The Contractor is responsible for protecting all Structure attachments and embedments from the application of BST and HMA. Drainage inlets that are to remain open, and expansion joints, shall be cleaned out immediately after paving is completed. Materials passing through expansion joints shall be removed from the bridge within 10 working days. All costs incurred by the Contractor in protective measures and clean up shall be included in the unit Contract prices for the associated Bid items of Work. 6-08.3(10) HMA Compaction on Structure Decks Compaction of HMA on Structure Decks shall be in accordance with Section 5- 04.3(10). Work rejected in accordance with Section 5-04.3(11) shall include the materials, work, and incidentals to repair an existing waterproof membrane damaged by the removal of the rejected work. 6-08.3(11) Paved Panel Joint Seals and HMA Sawcut and Seal Bridge paving joint seals shall be installed in accordance with Section 5- 04.3(12)6 and the details shown in the Plans and Standard Plans. When concrete joints are exposed after removal of Bituminous Pavement, the joints shall be cleaned and sealed in accordance with Section 5-01.3(8) and the paved panel joint seal details of the bridge paving joint seals Standard Plan, including placement of the closed cell backer rod at the base of the cleaned joint. If waterproofing membrane is required, the membrane shall be slack or folded at the concrete joint to allow for Structure movements without stress to the membrane. After placement of the HMA overlay, the second phase of the paved panel joint seal shall be completed by sawing the HMA and sealing the sawn joint in accordance with Section 5-04.3(12)B2. 6-08.4 Measurement Removing existing Bituminous Pavement from Structure Decks will be measured by the square yard of Structure Deck surface area with removed overlay. Bridge deck repair will be measured by the square foot surface area of deck concrete removed with the measurement taken at the plane of the top mat of steel reinforcing bars. Waterproof membrane will be measured by the square yard surface area of Structure Deck and curb and header surface area covered by membrane. 6-08.5 Payment Payment will be made for each of the following Bid items when they are included in the Proposal: "Structure Surveying", lump sum. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 75 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 "Removing Existing Overlay From Bridge Deck_", per square yard. The unit Contract price per square yard for "Removing Existing Overlay From Bridge Deck_", shall be full pay for performing the Work as specified for full removal of Bituminous Pavement on Structure Decks, including the removal of existing waterproof membrane and disposing of materials. "Bridge Deck Repair Br. No._", per square foot. The unit Contract price per square foot for "Bridge Deck Repair Br. No. shall be full pay for performing the Work as specified, including removing and disposing of the concrete within the repair area and furnishing, placing, finishing, and curing the repair concrete. "Waterproof Membrane Br. No.", per square yard. The unit Contract price per square yard for "Waterproof Membrane Br. No._" shall be full pay for performing the Work as specified, including repairing any damaged or defective waterproofing membrane and repair of damaged HMA overlay. Section 6-09, Modified Concrete Overlays April 4, 2016 6-09.3(8)A Quality Assurance for Microsilica Modified and Fly Ash Modified Concrete Overlays The first sentence of the first paragraph is revised to read the following two new sentences: The Engineer will perform slump, temperature, and entrained air tests for acceptance in accordance with Section 6-02.3(5)D and as specified in this Section after the Contractor has turned over the concrete for acceptance testing. Concrete samples for testing shall be supplied to the Engineer in accordance with Section 6-02.3(5)E. The last paragraph is deleted. 6-09.3(8)B Quality Assurance for Latex Modified Concrete Overlays The first two paragraphs are deleted and replaced with the following: The Engineer will perform slump, temperature, and entrained air tests for acceptance in accordance with Section 6-02.3(5)D and as specified in this Section after the Contractor has turned over the concrete for acceptance testing. The Engineer will perform testing as the concrete is being placed. Samples shall be taken on the first charge through each mobile mixer and every other charge thereafter. The sample shall be taken after the first 2 minutes of continuous mixer operation. Concrete samples for testing shall be supplied to the Engineer in accordance with Section 6-02.3(5)E. The second to last sentence of the last paragraph is revised to read: Recommendations made by the technical representative on or off the jobsite shall be adhered to by the Contractor. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 76 I% 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Section 6-10, Concrete Barrier August 7, 2017 6-10.3(5) Temporary Concrete Barrier This section title is revised to read: Temporary Barrier The first paragraph is revised to read: For temporary barrier, the Contractor may use precast concrete barrier or temporary steel barrier. Temporary concrete barrier shall comply with Standard Plan requirements and cross-sectional dimensions, except that: (1) it may be made in other lengths than those shown in the Standard Plan, and (2) it may have permanent lifting holes no larger than 4 inches in diameter or lifting loops. Temporary steel barrier shall be certified that it meets the requirements of NCHRP 350 or MASH Test Level 3 or 4 and shall be installed in accordance with the manufacturer's recommendations. 6-10.4 Measurement The first sentence of the second paragraph is revised to read: Temporary barrier will be measured by the linear foot along the completed line and slope of the barrier, one time only for each setup of barrier protected area. 6-10.5 Payment The Bid item "Temporary Conc. Barrier", per linear foot, and the paragraph following this Bid item, is revised to read: "Temporary Barrier", per linear foot. The unit Contract price per linear foot for "Temporary Barrier" shall be full pay for all costs, including furnishing, installing, connecting, anchoring, maintaining, temporary storage, and final removal of the temporary barrier. Section 6-12, Noise Barrier Walls January 3, 2017 6-12.3(9) Access Doors and Concrete Landing Pads The first sentence of the last paragraph is revised to read: The Contractor shall construct concrete landing pads for each access door location as shown in the Plans. 6-12.5 Payment In the paragraph following the bid item "Noise Barrier Wall Access Door", per each, "concrete landing pad" is revised to read "concrete landing pads". CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 77 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Section 6-14, Geosynthetic Retaining Walls January 3, 2017 6-14.3(2) Submittals The first sentence of the first paragraph is revised to read: The Contractor shall submit Type 2E Working Drawings consisting of detailed plans for each wall. 6-14.5 Payment The bid item "Concrete Fascia Panel", per square foot, and the paragraph following this bid item are revised to read: "Concrete Fascia Panel For Geosynthetic Wall", per square foot. All costs in connection with constructing the concrete fascia panels as specified shall be included in the unit Contract price per square foot for "Concrete Fascia Panel For Geosynthetic Wall", including all steel reinforcing bars, premolded joint filler, polyethylene bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface finish, and pigmented sealer (when specified), constructing and placing the concrete footing, edge beam, anchor beam, anchor rod assembly, and backfill. Section 6-19, Shafts January 3, 2017 6-19.3 Construction Requirements This section is supplemented with the following new subsection: 6-19.3(10) Engineer's Final Acceptance of Shafts The Engineer will determine final acceptance of each shaft, based on the nondestructive QA test results and analysis for the tested shafts, and will provide a response to the Contractor within 3 working days after receiving the test results and analysis submittal. 6-19.3(1)B Nondestructive Testing of Shafts This section's content is deleted and replaced with the following new subsections: 6-19.3(1)B1 Nondestructive Quality Assurance (QA) Testing of Shafts Unless otherwise specified in the Special Provisions, the Contractor shall perform nondestructive QA testing of shafts, except for those constructed completely in the dry. Either crosshole sonic log (CSL) testing in accordance with ASTM D 6760 or thermal integrity profiling (TIP) testing in accordance with ASTM D 7949 shall be used. 6-19.3(1)B2 Nondestructive Quality Verification (QV) Testing of Shafts The Contracting Agency may perform QV nondestructive testing of shafts that have been QA tested by the Contractor. The Contracting Agency may test up to ten percent of the shafts. The Engineer will identify the shafts selected for QV testing and the testing method the Contracting Agency will use. The Contractor shall accommodate the Contracting Agency's nondestructive testing. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 78 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 6-19.3(2) Shaft Construction Submittal This section is revised to read: The shaft construction submittal shall be comprised of the following four components: construction experience; shaft installation narrative; shaft slurry technical assistance; and nondestructive QA testing personnel. The submittals shall be Type 2 Working Drawings, except the shaft slurry technical assistance and nondestructive QA testing personnel submittals shall be Type 1. This section is supplemented with the following new subsection: 6-19.3(2)D Nondestructive QA Testing Organization and Personnel The Contractor shall submit the names of the testing organizations, and the names of the personnel who will conduct nondestructive QA testing of shafts. The submittal shall include documentation that the qualifications specified below are satisfied. For TIP testing, the testing organization is the group that performs the data analysis and produces the final report. The testing organizations and the testing personnel shall meet the following minimum qualifications: The testing organization shall have performed nondestructive tests on a minimum of three deep foundation projects in the last two years. 2. Personnel conducting the tests for the testing organization shall have a minimum of one year experience in nondestructive testing and interpretation. 3. The experience requirements for the organization and personnel shall be consistent with the testing methods the Contractor has selected for nondestructive testing of shafts. 4. Personnel preparing test reports shall be a Professional Engineers, licensed under Title 18 RCW, State of Washington, and in accordance with WAC 196-23- 020. 6-19.3(3) Shaft Excavation The second paragraph is revised to read: Shaft excavation shall not be started until the Contractor has received the Engineer's acceptance for the reinforcing steel centralizers required when the casing is to be pulled during concrete placement. This section is supplemented with the following: Except as otherwise noted, the Contractor shall not commence subsequent shaft excavations until receiving the Engineer's acceptance of the first shaft, based on the results and analysis of the nondestructive testing for the first shaft. The Contractor may commence subsequent shaft excavations prior to receiving the Engineer's acceptance of the first shaft, provided the following condition is satisfied: The Engineer permits continuing with shaft construction based on the Engineer's observations of the construction of the first shaft, including, but not limited to, conformance to the shaft installation narrative in accordance with Section 6-19.3(2)B, CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 79 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 and the Engineer's review of Contractor's daily reports and Inspector's daily logs concerning excavation, steel reinforcing bar placement, and concrete placement. 6-19.3(5)B Steel Reinforcing Bar Cage Centralizers This section is supplemented with the following new sentence: The Contractor shall furnish and install additional centralizers as required to maintain the specified concrete cover throughout the length of the shaft. 6-19.3(5)C Concrete Cover Over Steel Reinforcing Bars In the table, the second column (including heading) is revised to read: Minimum Concrete Cover, and Concrete Cover Tolerance, Except at Permanent Slip Casing (Inches) 3,-11/2 4,-2 4,-2 6,-3 The following new paragraph is inserted after the table: The concrete cover tolerances specified above apply to the concrete cover specified in the Plans, even if it exceeds the minimum concrete cover. 6-19.3(6) Access Tubes for Crosshole Sonic Log (CSL) Testing This section title is revised to read: 6-19.3(6) Contractor Furnished Accessories for Nondestructive QA Testing This section is supplemented with the following three new subsections: 6-19.3(6)D Shafts Requiring Thermal Wire The Contractor shall furnish and install thermal wire in all shafts receiving the thermal wire method of TIP testing, except as otherwise noted in Section 6-19.3(1)B1. 6-19.3(6)E Thermal Wire and Thermal Access Points (TAPs) The thermal wire and associated couplers shall be obtained from the source specified in the Special Provisions. The Contractor shall securely attach the thermal wire to the interior of the reinforcement cage of the shaft in conformance with the supplier's instructions. At a minimum, one thermal wire shall be furnished and installed for each foot of shaft diameter, rounded to the nearest whole number, as shown in the Plans. The number of thermal wires for shaft diameters specified as "X feet 6 inches" shall be rounded up to the next higher whole number. The thermal wires shall be placed around the shaft, inside the spiral or hoop reinforcement, and tied to the vertical reinforcement with plastic "zip" ties at a maximum spacing of 2 -feet. Steel tie wire shall not be used. The thermal wire shall be installed in straight alignment and taut, but with enough slack to not be damaged during reinforcing cage lofting. The wires shall be as near to parallel to the vertical axis of the reinforcement cage as possible. The thermal wire shall extend CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 80 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 from the bottom of the reinforcement cage to the top of the shaft, with 15 -feet of slack wire provided above the top of shaft. Care shall be taken to prevent damaging the thermal wires during reinforcement cage installation and concrete placement operations in the shaft excavation. After completing shaft reinforcement cage fabrication at the site and prior to installation of the cage into the shaft excavation, the Contractor shall install and connect thermal access points (TAPs) to the thermal wires. The TAPS shall record data for at least one hour after the cage is placed in the excavation to measure the slurry temperature and enable the steel and slurry temperatures to equilibrate prior to placing concrete in the shaft. The TAPS shall record and store data every 15 minutes. The TAPS shall remain active for a minimum of 36 hours. Prior to beginning concrete placement the TAPS shall be checked to ensure they are recording data and that the wires have not been damaged. If a TAP unit is not functioning due to a damaged wire, the Contractor shall repair or replace the wire. If a TAP unit fails or a wire breaks after concrete placement has started, the Contractor shall not stop the concrete placement operation to repair the wire. 6-19.3(6)F Use of Access Tubes for TIP Testing Under the Thermal Probe Method The Contractor may use access tubes for TIP testing under the thermal probe method. Access tubes shall be cared for in accordance with Section 6-19.3(6)C. Prior to TIP testing under the thermal probe method, the water in each tube shall be removed, collected, and stored in an insulated container. The access tube shall be blown dry and swabbed to remove residual water. After TIP testing, the collected and stored tube water shall be introduced back into the access tube. New potable water may be used, provided the water temperature is not more than 10°F cooler than the average concrete temperature measured by the probe. 6-19.3(6)A Shafts Requiring CSL Access Tubes This section, including title, is revised to read: 6-19.3(6)A Shafts Requiring Access Tubes The Contractor shall furnish and install access tubes in all shafts receiving CSL testing or the thermal probe method of TIP testing, except as otherwise noted in Section 6- 19.3(1)B1. 6-19.3(6)B Orientation and Assembly of the CSL Access Tubes This section's title is revised to read: 6-19.3(6)B Orientation and Assembly of the Access Tubes 6-19.3(6)C Care for CSL Access Tubes from Erection through CSL Testing This section's title is revised to read: 6-19.3(6)C Care for Access Tubes from Erection Through Nondestructive QA Testing The second sentence is revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 81 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contractor shall keep all of a shaft's access tubes full of water through the completion of nondestructive QA testing of that shaft. 6-19.3(7)A Concrete Class for Shaft Concrete This section is revised to read: Shaft concrete shall be Class 5000P conforming to Section 6-02. 6-19.3(7)6 Concrete Placement Requirements The last sentence of the last paragraph is revised to read: The Section 6-02.3(6) restriction for 5 feet maximum free fall shall not apply to placement of concrete into a shaft. 6-19.3(7)1 Requirements for Placing Concrete Above the Top of Shaft This section is revised to read: Concrete shall not be placed above the top of shaft (for column splice zones, columns, footings, or shaft caps) until the Contractor receives the Engineer's acceptance of nondestructive QA testing, if performed at that shaft, and acceptance of the shaft. 6-19.3(9) Nondestructive Testing of Shafts (Crosshole Sonic Log (CSL) Testing) This section, including title, is revised to read: 6-19.3(9) Nondestructive QA Testing of Shafts The Contractor shall provide nondestructive QA testing and analysis on all shafts with access tubes or thermal wires and TAPS facilitating the testing (See Section 6-19.3(1)9). The testing and analysis shall be performed by the testing organizations identified by the Contractor's submittal in accordance with Section 6-19.3(2)D. The Engineer may direct that additional testing be performed at a shaft if anomalies or a soft bottom are detected by the Contractor's testing. If additional testing at a shaft confirms the presence of a defect(s) in the shaft, the testing costs and the delay costs resulting from the additional testing shall be borne by the Contractor in accordance with Section 1-05.6. If the additional testing indicates that the shaft has no defect, the testing costs and the delay costs resulting from the additional testing will be paid by the Contracting Agency in accordance with Section 1-05.6, and, if the shaft construction is on the critical path of the Contractor's schedule, a time extension equal to the delay created by the additional testing will be granted in accordance with Section 1-08.8. 6-19.3(9)A Schedule of CSL Testing This section, including title, is revised to read: 6-19.3(9)A TIP Testing Using Thermal Probes or CSL Testing If selected as the nondestructive QA testing method by the Contractor, TIP testing using thermal probes, or CSL testing shall be performed after the shaft concrete has cured at least 96 hours. Additional curing time prior to testing may be required if the shaft concrete contains admixtures, such as set retarding admixture or water -reducing admixture, added in accordance with Section 6-02.3(3). The additional curing time prior to testing required CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 82 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 under these circumstances shall not be grounds for additional compensation or extension of time to the Contractor in accordance with Section 1-08.8. 6-19.3(9)6 Inspection of CSL Access Tubes This section's title is revised to read: 6-19.3(9)6 Inspection of Access Tubes 6-19.3(9)C Engineer's Final Acceptance of Shafts This section, including title, is revised to read: 6-19.3(9)C TIP Testing With Thermal Wires and TAPs If selected as the nondestructive QA testing method by the Contractor, TIP testing with thermal wires and TAPS (See Section 6-19.3(6)E) shall be performed. The TIP testing shall commence at the beginning of the concrete placement operation, recording temperature readings at 15 -minute intervals until the peak temperature is captured in the data. Additional curing time may be required if the shaft concrete contains admixtures, such as set retarding admixture or water -reducing admixture, added in accordance with Section 6-02.3(3). The additional curing time required under these circumstances shall not be grounds for additional compensation or extension of time to the Contractor in accordance with Section 1-08.8. TIP testing shall be conducted at all shafts in which thermal wires and TAPS have been installed for thermal wire analysis (Section 6-19.3(6)A). 6-19.3(9)D Requirements to Continue Shaft Excavation Prior to Acceptance of First Shaft This section, including title, is revised to read: 6-19.3(9)D Nondestructive QA Testing Results Submittal The Contractor shall submit the results and analysis of the nondestructive QA testing for each shaft tested. The Contractor shall submit the test results within three working days of testing. Results shall be a Type 1 Working Drawing presented in a written report. TIP reports shall include: A map or plot of the wire/tube location within the shaft and their position relative to a known and identifiable location, such as North. 2. Graphical displays of temperature measurements versus depth of each wire or tube for the analysis time selected, overall average temperature with depth, shaft radius or diameter with depth, concrete cover versus cage position with depth, and effective radius. 3. The report shall identify unusual temperatures, particularly significantly cooler local deviations from the overall average. 4. The report shall identify the location and extent where satisfactory or questionable concrete is identified. a. Satisfactory (S) - 0 to 6% Effective Radius Reduction and Cover Criteria Met CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 83 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 b. Questionable (Q) - Effective Local Radius Reduction > 6%, Effective Local Average Diameter Reduction > 4%, or Cover Criteria Not Met 5. Variations in temperature between wire/tubes (at each depth) which in turn correspond to variations in cage alignment. 6. Where shaft specific construction information is available (e.g. elevations of the top of shaft, bottom of casing, bottom of shaft, etc.), these values shall be noted on all pertinent graphical displays. CSL reports shall include: 1. A map or plot of the tube location within the shaft and their position relative to a known and identifiable location, such as North. 2. Graphical displays of CSL Energy versus Depth and CSL signal arrival time versus depth or velocity versus depth. 3. The report shall identify the location and extent where good, questionable, and poor concrete is identified, where no signal was received, or where water is present. a. Good (G) - No signal distortion and decrease in signal velocity of 10% or less is indicative of good quality concrete. b. Questionable (Q) - Minor signal distortion and a lower signal amplitude with a decrease in signal velocity between 10% and 20%. c. Poor (P) - Severe signal distortion and much lower signal amplitude with a decrease in signal velocity of 20% or more. d. No Signal (NS) - No signal was received. e. Water (W) - A measured signal velocity of nominally V = 4,800 to 5,000 fps. All QA test reports will provide a recommendation to accept the shaft as -is, recommendation for further review by the Engineer, or will provide a plan for further testing, investigation or repair to address any deficiencies identified by the testing. 6-19.3(9)E Additional CSL Testing This section, including title, is revised to read: 6-19.3(9)E Vacant 6-19.3(9)1 Requirements for CSL Access Tubes and Cored Holes After CSL Testing This section's title is revised to read: 6-19.3(9)1 Requirements for Access Tubes and Cored Holes After CSL Testing CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 84 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6-19.4 Measurement This section is revised to read: Constructing shafts will be measured by the linear foot. The linear foot measurement will be calculated using the top of shaft elevation and the bottom of shaft elevation for each shaft as shown in the Plans. Rock excavation for shaft, including haul, will be measured by the linear foot of shaft excavated. The linear feet measurement will be computed using the top of the rock line, defined as the highest bedrock point within the shaft diameter, and the bottom elevation shown in the Plans. QA shaft test will be measured once per shaft tested. 6-19.5 Payment This section is revised to read: Payment will be made for the following Bid items when they are included in the Proposal: "Constructing_Diam. Shaft", per linear foot. The unit Contract price per linear foot for "Constructing_Diam. Shaft" shall be full pay for performing the Work as specified, including: Soil excavation for shaft, including all costs in connection with furnishing, mixing, placing, maintaining, containing, collecting, and disposing of all mineral, synthetic and water slurry, and disposing of groundwater collected by the excavated shaft. 2. Furnishing and placing temporary shaft casing, including temporary casing in addition to the required casing specified in the Special Provisions, and including all costs in connection with completely removing the casing after completing shaft construction. 3. Furnishing permanent casing for shaft. 4. Placing permanent casing for shaft. 5. Casing shoring, including all costs in connection with furnishing and installing casing shoring above the specified upper limit for casing shoring but necessary to provide for sufficient water head pressure to resist artesian water pressure present in the shaft excavation, removing casing shoring, and placing seals when required. 6. Furnishing and placing steel reinforcing bar and epoxy -coated steel reinforcing bar, including furnishing and installing steel reinforcing bar centralizers. 7. Installation of CSL tubes or thermal wires. 8. Furnishing, placing and curing concrete to the top of shaft or to the construction joint at the base of the shaft -column splice zone as applicable. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 85 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Payment for "ConstructingDiam. Shaft" will be made upon Engineer acceptance of the shaft, including completion of satisfactory QA shaft tests as applicable. "Rock Excavation For Shaft Including Haul", per linear foot. When rock excavation is encountered, payment for rock excavation is in addition to the unit Contract price per linear foot for "ConstructingDiam. Shaft" "Shoring Or Extra Excavation Cl. A - _", lump sum. The lump sum Contract price for "Shoring Or Extra Excavation Cl. A - " shall be full pay for performing the Work as specified, including all costs in connection with all excavation outside the limits specified for soil and rock excavation for shaft including haul, all temporary telescoping casings, and all temporary casings beyond the limits of required temporary casing specified in the Special Provisions. "QA Shaft Test", per each. The unit Contract price per each for "QA Shaft Test" shall be full pay for performing the Work as specified, including operating all associated accessories necessary to record and process data and develop the summary QA test reports. Section 1-04.6 does not apply to this bid item. "Removing Shaft Obstructions", estimated. Payment for removing, breaking -up, or pushing aside shaft obstructions, as defined in Section 6-19.3(3)E, will be made for the changes in shaft construction methods necessary to deal with the obstruction. The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each. Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1-09.6. For the purpose of providing a common proposal for all Bidders, the Contracting Agency has entered an amount for the item "Removing Shaft Obstructions" in the Bid Proposal to become a part of the total Bid by the Contractor. If drilled shaft tools, cutting teeth, casing or Kelly bar is damaged as a result of the obstruction removal work, the Contractor will be compensated for the costs to repair this equipment in accordance with Section 1-09.6. If shaft construction equipment is idled as a result of the Work required to deal with the obstruction and cannot be reasonably reassigned within the project, then standby payment for the idled equipment will be added to the payment calculations. If labor is idled as a result of the Work required to deal with the obstruction and cannot be reasonably reassigned within the project, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations. The Contractor shall perform the amount of obstruction Work estimated by the Contracting Agency within the original time of the Contract. The Engineer will consider a time adjustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided: The dollar amount estimated by the Contracting Agency has been exceeded,and CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 86 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 2. The Contractor shows that the obstruction removal Work represents a delay to the completion of the project based on the current progress schedule provided in accordance with Section 1-08.3. Section 7-02, Culverts January 3, 2017 7-02.2 Materials The following three new items are inserted after the item "Aggregate for Portland Cement Concrete: Gravel Backfill for Pipe Zone Bedding 9-03.12(3) Butyl Rubber Sealant 9-04.11 External Sealing Band 9-04.12 The last paragraph is deleted. 7-02.3(6) Precast Reinf. Conc. Three Sided Structures, Box Culverts and Split Box Culverts This section is supplemented with the following new paragraph: When the Plans include a complete set of design details for a Structure (defining panel shapes and dimensions, concrete strength requirements, and steel reinforcing bar, joint, and connection details), the design and load rating preparation and calculation submittal requirements of Sections 7-02.3(6)A1 and 7-02.3(6)A2 do not apply for the components shown in the Plans, but all other requirements of this Section remain in effect. The Contractor may propose alternate concrete culvert designs, accommodating the same rise, span, and length as shown in the Plans, to replace the Structure details shown in the Plans. If an alternate concrete culvert design is proposed, all of the requirements of this Section, including design and load rating preparation and calculation submittal, apply. 7-02.3(6)A General This section is supplemented with the following two new paragraphs: Tolerances for PRCTSS shall be as follows: Internal Dimensions — The internal dimension shall not vary more than 1 percent or 2 inches, whichever is less, from the Plan dimensions. The haunch dimensions shall not vary more than 3/4 inch from the Plan dimensions. 2. Slab and Wall Thickness — The slab and wall thickness shall not be less than that shown in the Plans by more than 5 percent or 1/2 inch, whichever is greater. A thickness more than that required in the Plans will not be a cause for rejection if proper joining is not affected. 3. Length of Opposite Surfaces — Variations in lengths of two opposite surfaces of the three -sided section shall not be more than 3/4 inch unless beveled sections are being used to accommodate a curve in the alignment. 4. Reinforcing steel placement shall meet the tolerances specified in Section 6- 02.3(24)C. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 87 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Tolerances for PRCBC and PRCSBC shall be as follows: Internal Dimensions — The internal dimensions shall not vary more than 1 percent from the Plan dimensions. If haunches are used, the haunch dimensions shall not vary more than '/4 inch from the Plan dimensions. 2. Slab and Wall Thickness — The slab and wall thickness shall not be less than that shown in the Plans by more than 5 percent or 3/,s inch, whichever is greater. Athickness more than that required in the Plans will not be a cause for rejection. 3. Length of Opposite Box Segments — Variations in lengths of two opposite surfaces of the box segments shall not be more than '/8 inch per foot of internal span, with a maximum of % inch for all sizes through 7 feet internal span, and a maximum of 3/4 inch for internal spans greater than 7 feet, except where beveled sections are being used to accommodate a curve in the alignment. 4. Length of Box Segments — The underrun in length of a segment shall not be more than '/8 inch per foot of length with a maximum of '/2 inch in any box segment. 5. Length of Legs and Slabs — The variation in length of the legs shall not be more than '/8 inch per foot of the rise of the leg per leg with a maximum of % inches. The differential length between opposing legs of the same segment shall not be more than '/2 inch. Length of independent top slab spans shall not vary by more than 1/8 inch per foot of span of the top slab, with a maximum of % inches. 6. Reinforcing steel placement shall meet the tolerances specified in Section 6- 02.3(24)C. This section is supplemented with the following new subsection: 7-02.3(6)A5 Wingwalls and Retaining Walls Wingwalls and retaining walls (including cutoff walls and headwalls) shall be constructed in accordance with the Contractor's design and Working Drawing submittal or when the Plans include a complete set of design details for a wall (defining panel shapes and dimensions, concrete strength requirements, and steel reinforcing bar, joint, and connection details),the details shown in the Plans. Precast concrete construction shall conform to Sections 6-02.3(28) and 6-11.3(3). Culvert bedding material shall be furnished, placed, and compacted in accordance with Section 7-02.3(6)A4. 7-02.3(6)A1 Design Criteria The first sentence of the last paragraph is revised to read: Whenever the minimum finished backfill or surfacing depth above the top of the Structure is less than V-0" (except when the top of the Structure is directly exposed to vehicular traffic), either all steel reinforcing bars in the span unit shall be epoxy -coated with 2" minimum concrete cover from the face of concrete to the face of the top mat of steel reinforcing bars, or the minimum concrete cover shall be 2'/2". CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 88 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The last sentence of the last paragraph is revised to read: Concrete cover from the face of any concrete surface to the face of any steel reinforcement shall be 1 -inch minimum end clearance at all joints, and 2 -inches minimum at all other locations. 7-02.3(6)A2 Submittals The first paragraph is revised to read: The Contractor shall submit shop drawings of the precast Structures. Fabrication shop drawings replicating complete design details when shown in the Plans shall be Type 2 Working Drawings. Submittals completing the design based on the schematic geometric requirements shown in the Plans, or proposing a Contractor designed alternative concrete culvert Structure shall be Type 2E Working Drawings with supporting design calculations. The last paragraph is revised to read: For precast Structures with a span length greater than 20 -feet (as defined in Section 7- 02.3(6)A1), except when the depth of fill above the top of culvert exceeds the Structure span length, a Type 2E Working Drawing shall be submitted consisting of a load rating report prepared in accordance with the AASHTO Manual for Bridge Evaluation and WSDOT Bridge Design Manual LRFD M 23-50 Chapter 13. Soil pressures used shall include effects from the backfill material and compaction methods, and shall be in accordance with the WSDOT Geotechnical Design Manual M 46-03 and the geotechnical report prepared for the project. 7-02.3(6)A3 Casting This section is revised to read: Concrete shall conform to Section 6-02.3(28)B, with a 28 -day compressive strength as specified in the Plans or the Working Drawings submittal. 7-02.3(6)A4 Excavation and Bedding Preparation The last paragraph is revised to read: The upper layer of bedding course shall be a 6 -inch minimum thickness layer of culvert bedding material, defined as granular material either conforming to Section 9-03.12(3) or to AASHTO Grading No. 57 as specified in Section 9-03.1(4)C. The plan limits of the culvert bedding material shall extend 1 -foot beyond the plan limits of the culvert or the Structure footing as applicable. The culvert bedding material shall be compacted in accordance with the Section 2-09.3(1)E requirements for gravel backfill for drains. After compaction, the culvert bedding material shall be screeded transversely to the specified line and grade. Voids in the screeded culvert bedding material shall be filled and then rescreeded prior to erecting the precast Structure. 7-02.3(6)B3 Erection The last paragraph is revised to read: Adjacent precast sections shall be connected by welding the weld -tie anchors in accordance with Section 6-03.3(25). Welding ground shall be attached directly to the steel plates being welded when welding the weld -ties. The weld -tie anchor spacing shall not CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 89 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 exceed 6'-0". After connecting the weld -tie anchors, the Contractor shall paint the exposed metal surfaces with one coat of field primer conforming to Section 9-08.1(2)F. Keyways shall be filled with grout conforming to Section 9-20.3(2). 7-02.3(6)C1 Casting This section is revised to read: PRCSBC shall consist of lid elements and "U" shaped base elements. The vertical legs of the "U" shaped base elements shall be full height matching the rise of the culvert, except as otherwise specified for culvert spans greater than 20 -feet. For PRCSBC spans greater than 20 -feet (as defined in Section 7-02.3(6)A1), the lid elements may include vertical legs of a maximum length of 4 -feet. All vertical and horizontal joints of PRCBC and PRCSBC elements shall be tongue and groove type joints, except PRCBC and PRCSBC of 20 -foot span or less may have keyway joints connected by weld -tie anchors in accordance with Section 6-02.3(25)0. The weld - tie anchor spacing shall not exceed 6'-0". There shall be at least two galvanized steel tie plates across each top unit tongue and groove joint and each tongue and groove joint between upper and lower units, unless otherwise shown in the Plans or required by the seismic designed completed in accordance with Section 7-02.3(6)A1. 7-02.3(6)C3 Erection This section is revised to read: PRCBC and PRCSBC shall be erected and backfilled in accordance with the erection sequence specified in the Working Drawing submittal, and the construction equipment restrictions specified in Section 6-02.3(25)0. The Contractor shall install a continuous strip of butyl rubber sealant within all tongue and groove joints prior to connecting the precast elements together. The butyl rubber sealant shall have a minimum cross section of 1/2 -inch by 1'/z -inch, unless otherwise shown in the Plans. After connecting the joints with weld -tie anchors, the Contractor shall paint the exposed metal surfaces with one coat of field primer conforming to Section 9-08.1(2)F. Keyways shall be filled with grout conforming to Section 9-20.3(2). The Contractor shall wrap all exterior joints along the top and sides of the PRCBC and PRCSBC with a 12 -inch wide strip of external sealing band centered about the joint and adhesively bonded to the concrete surface. Backfill beside the PRCBC and PRCSBC shall be brought up in sequential layers, compacted concurrently. The difference in backfill height on opposing sides of the Structure shall not exceed 2 -feet. 7-02.4 Measurement This section is supplemented with the following: Culvert bedding material will be measured by the cubic yard of material placed. 7-02.5 Payment This section is supplemented with the following: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 90 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 "Culvert Bedding Material", per cubic yard. Section 7-08, General Pipe Installation Requirements January 3, 2017 7-08.3(1)A Trenches The second sentence of the last paragraph is revised to read: The embankment material shall be compacted to 95 percent of maximum density and the moisture content at the time of compaction shall be between optimum and 3 percentage points below optimum as determined by the Compaction Control Tests specified in Section 2-03.3(14)D. Section 7-09, Water Mains April 3, 2017 7-09.3(24)D Dry Calcium Hypochlorite The second paragraph is revised to read: The number of grams of 70 percent test calcium hypochlorite required for a 20 -foot length of pipe equals 0.238 x d2, in which "d" is the diameter in inches. Section 8-01, Erosion Control and Water Pollution Control August 1, 2016 8-01.2 Materials This section is supplemented with the following new paragraph: Recycled concrete, in any form, shall not be used for any Work defined in Section 8-01. 8-01.3(7) Stabilized Construction Entrance The last sentence of the first paragraph is revised to read: Material used for stabilized construction entrance shall be free of extraneous materials that may cause or contribute to track out. 8-01.3(8) Street Cleaning This section is revised to read: Self-propelled street sweepers shall be used to remove and collect sediment and other debris from the Roadway, whenever required by the Engineer. The street sweeper shall effectively collect these materials and prevent them from being washed or blown off the Roadway or into waters of the State. Street sweepers shall not generate fugitive dust and shall be designed and operated in compliance with applicable air quality standards. Material collected by the street sweeper shall be disposed of in accordance with Section 2-03.3(7)C. Street washing with water will require the concurrence of the Engineer. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 91 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 Section 8-09, Raised Pavement Markers January 3, 2017 8-09.5 Payment In the last paragraph, "flaggers and spotters" is revised to read "flaggers". Section 8-10, Guide Posts January 4, 2016 8-10.3 Construction Requirements The last sentence of the second paragraph is deleted. Section 8-11, Guardrail January 17, 2017 8-11.3(1)C Terminal and Anchor Installation This section is supplemented with the following new paragraph: Beam Guardrail Non -flared Terminals for Type 1 guardrail shall meet the crash test and evaluation criteria of NCHRP 350 or the Manual for Assessing Safety Hardware (MASH). Beam Guardrail Non -flared Terminals for Type 31 guardrail shall meet the crash test and evaluation criteria of MASH. 8-11.3(1)F Removing and Resetting Beam Guardrail The last sentence of the first paragraph is deleted. 8-11.5 Payment The paragraph following the Bid item "Removing and Resetting Beam Guardrail", per linear foot is revised to read: The unit Contract price per linear foot for "Removing and Resetting Beam Guardrail" shall be full payment for all costs to perform the Work as described in Section 8-11.3(1)F, except for replacement posts and blocks. The paragraph following the Bid item "Raising Existing Beam Guardrail", per linear foot is revised to read: The unit Contract price per linear foot for "Raising Existing Beam Guardrail" shall be full payment for all costs to perform the Work as described in Section 8-11.3(1)E, except for replacement posts and blocks. Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical August 7, 2017 8-20.1 Description This section is supplemented with the following new subsection: 8-20.1(3) Permitting and Inspections Electrical installations are subject to electrical inspection in accordance with RCW 19.28.101. Electrical inspections may only be performed by an electrical inspector CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 92 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 meeting the requirements of RCW 19.28.321. Electrical installations will not be accepted until they have been inspected and approved by an electrical inspector as required by this Section. This inspection is required even if there is no new electrical service or new electrical meter being installed in the Contract. Installations within WSDOT right of way are subject to a minimum of a final inspection by a WSDOT certified electrical inspector as allowed by RCW 19.28.141. A separate permit is not required for electrical installations within WSDOT right of way. Additional inspections may be required at the discretion of the Engineer. Installations outside of WSDOT right of way are subject to permitting and inspection by the Washington State Department of Labor and Industries (L&I) or a local jurisdiction approved for that location by L&I. Approved local jurisdictions and their contacts may be found on the L&I website at http://www.Ini.wa.gov/TradesLicensing/Electrical/FeePermInsp/Citylnspectors/. 8-20.1(1) Regulations and Code The second paragraph is revised to read: Wherever reference is made in these Specifications or in the Special Provisions to the Code, the rules, or the standards mentioned above, the reference shall be construed to mean the code, rule, or standard that is in effect on the Bid advertisement date. 8-20.3(5)A General The last paragraph is revised to read: Immediately after the sizing mandrel has been pulled through, install an equipment grounding conductor if applicable (see Section 8-20.3(9)) and any new or existing wire or cable as specified in the Plans. Where conduit is installed for future use, install a 200 - pound minimum tensile strength pull string with the equipment grounding conductor. The pull string shall be attached to duct plugs or caps at both ends of the conduit. 8-20.3(5)A1 Fiber Optic Conduit The last paragraph is deleted. 8-20.3(5)B Conduit Type The second and third paragraphs are deleted and replaced with the following new paragraph: PVC and HDPE conduits shall be Schedule 80 unless installed as innerduct. 8-20.3(5)D Conduit Placement Item number 2 is revised to read: 2. 24 -inches below the top of the untreated surfacing on a Roadbed. 8-20.3(9) Bonding, Grounding The following two new paragraphs are inserted after the first paragraph: Install an equipment grounding conductor in all new conduit, whether or not the equipment grounding conductor is called for in the wire schedule. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 93 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 For each new conduit with innerduct install an equipment grounding conductor in only one of the innerducts unless otherwise required by the NEC or the Plans. The fourth paragraph (after the preceding Amendments are applied) is revised to read: Bonding jumpers and equipment grounding conductors meeting the requirements of Section 9-29.3(2)A3 shall be minimum #8 AWG, installed in accordance with the NEC. Where existing conduits are used for the installation of new circuits, an equipment grounding conductor shall be installed unless an existing equipment ground conductor, which is appropriate for the largest circuit, is already present in the existing raceway. The equipment ground conductor between the isolation switch and the sign lighter fixtures shall be minimum #14 AWG stranded copper conductor. Where parallel circuits are enclosed in a common conduit, the equipment -grounding conductor shall be sized by the largest overcurrent device serving any circuit contained within the conduit. The second sentence of the fifth paragraph (after the preceding Amendments are applied) is revised to read: A non -insulated stranded copper conductor, minimum #8 AWG with a full circle crimp on connector (crimped with a manufacturer recommended crimper) shall be connected to the junction box frame or frame bonding stud, the other end shall be crimped to the equipment bonding conductor, using a "C" type crimp connector. The last two sentences of the sixth paragraph (after the preceding Amendments are applied) are revised to read: For light standards, signal standards, cantilever and sign bridge Structures the supplemental grounding conductor shall be #4 AWG non -insulated stranded copper conductor. For steel sign posts which support signs with sign lighting or flashing beacons the supplemental grounding conductor shall be #6 AWG non insulated stranded copper conductor. The fourth to last paragraph is revised to read: Install a two grounding electrode system at each service entrance point, at each electrical service installation and at each separately derived power source. The service entrance grounding electrode system shall conform to the "Service Ground" detail in the Standard Plans. If soil conditions make vertical grounding electrode installation impossible an alternate installation procedure as described in the NEC may be used. Maintain a minimum of 6 feet of separation between any two grounding electrodes within the grounding system. Grounding electrodes shall be bonded copper, ferrous core materials and shall be solid rods not less than 10 feet in length if they are'/2 inch in diameter or not less than 8 feet in length if they are % inch or larger in diameter. 8-20.3(13)A Light Standards The first sentence in the second to last paragraph is revised to read: All new and relocated metal light standards shall be numbered for identification using painted 4 inch block gothic letters (similar to series C highway lettering) and numbers installed 3 feet above the base facing the Traveled Way. The numbered list in the second to last paragraph is deleted and replaced with the following: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 94 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 NN CC -SSSS VVV Where: NN— Is the pole number as identified in the Plans. May be one or more characters. cc— Is the circuit letter as identified in the Plans. May be one or more characters. SSSS— Is he service cabinet number as identified in the Plans. Do not include the two or three letter prefix. Up to four digits - do not include leading zeros. VVV — Is the operating voltage of the luminaire. Always three digits. 8-20.3(13)C Luminaires The first paragraph is revised to read: The Contractor shall mark the installation date on the inside of the luminaire ballast or driver housing using a permanent marking pen. Section 8-22, Pavement Marking August 7, 2017 8-22.3(6) Removal of Pavement Markings This section is revised to read: Pavement markings to be removed shall be obliterated until all blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Grinding to remove pavement markings in their entirety is allowed in areas designated for applications of either Hot Mix Asphalt (HMA) or Bituminous Surface Treatment (BST). Pavement marking removal shall be performed from April 1St through September 30th and only in those areas that shall be paved within the same time window as the grinding, unless otherwise allowed by the Engineer in writing. For all cement concrete pavement and areas that will not be overlaid with hot mix asphalt or BST, grinding is allowed to a depth just above the pavement surface and then Water blasting or shot blasting shall be required to remove the remaining pavement markings. If in the opinion of the Engineer, the pavement is materially damaged by pavement marking removal, such damage shall be repaired by the Contractor in accordance with Section 1-07.13(1). Sand or other material deposited on the pavement as a result of removing lines and markings shall be removed as the Work progresses to avoid hazardous conditions. Accumulation of sand or other material which might interfere with drainage will not be permitted. 8-22.4 Measurement The first two sentences of the fourth paragraph are revised to read: The measurement for "Painted Wide Lane Line", "Plastic Wide Lane Line", "Profiled Plastic Wide Lane Line", "Painted Barrier Center Line", "Plastic Barrier Center Line", "Painted Stop Line", "Plastic Stop Line", "Painted Wide Dotted Entry Line", or "Plastic Wide Dotted Entry Line" will be based on the total length of each painted, plastic or profiled plastic line installed. No deduction will be made for the unmarked area when the CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 95 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 marking includes a broken line such as, wide broken lane line, drop lane line, wide dotted lane line or wide dotted entry line. 8-22.5 Payment The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking", per linear foot: "Painted Wide Dotted Entry Line", per linear foot. "Plastic Wide Dotted Entry Line", per linear foot. Section 9-01, Portland Cement August 7, 2017 This section's title is revised to read: Cement 9-01.1 Types of Cement This section is revised to read: Cement shall be classified as portland cement, blended hydraulic cement, or rapid hardening hydraulic cement. 9-01.2(2) Vacant This section, including title, is revised to read: 9-01.2(2) Rapid Hardening Hydraulic Cement Rapid hardening hydraulic cement shall meet the requirements of ASTM C 1600. 9-01.2(3) Low Alkali Cement This section is renumbered as follows: 9-01.2(1)A Low Alkali Cement 9-01.2(4) Blended Hydraulic Cement This section is renumbered as follows: 9-01.2(1)B Blended Hydraulic Cement In the first paragraph, items number 3 through 5 are revised to read: 3. Type IT(PX)(LY), where (PX) equals the targeted percentage of pozzolan, and (LY) equals the targeted percentage of limestone. The pozzolan (PX) shall be Class F fly ash and shall be a maximum of 35 percent. (LY) shall be a minimum of 5 percent and a maximum of 15 percent. Separate testing of each source of fly ash at each proposed replacement level shall be conducted in accordance with ASTM C1012. Expansion at 180 days shall be 0.10 percent or less. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 96 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 4. Type IT(SX)(LY), where (SX) equals the targeted percentage of slag cement, and (LY) equals the targeted percentage of limestone. (SX) shall be a maximum of 50 percent. (LY) shall be a minimum of 5 percent and a maximum of 15 percent. Separate testing of each source of slag at each proposed replacement level shall be conducted in accordance with ASTM C1012. Expansion at 180 days shall be 0.10 percent or less. 5. Type IL(X), where (X) equals the targeted percentage of limestone, and shall be a minimum of 5 percent and a maximum of 15 percent. Testing shall be conducted in accordance with ASTM C1012. Expansion at 180 days shall be 0.10 percent or less. 9-01.3 Tests and Acceptance The second paragraph is revised to read: Cement producers/suppliers that certify portland cement or blended hydraulic cement shall participate in the Cement Acceptance Program as described in WSDOT Standard Practice QC 1. Rapid hardening hydraulic cement producers/suppliers are not required to participate in WSDOT Standard Practice QC 1. Section 9-03, Aggregates August 7, 2017 9-03.1(1) General Requirements In this section, each reference to "Section 9-01.2(3)" is revised to read "Section 9-01.2(1)A". This first paragraph is supplemented with the following: Reclaimed aggregate may be used if it complies with the specifications for Portland Cement Concrete. Reclaimed aggregate is aggregate that has been recovered from plastic concrete by washing away the cementitious materials. 9-03.1(2) Fine Aggregate for Portland Cement Concrete This section is revised to read: Fine aggregate shall consist of natural sand or manufactured sand, or combinations thereof, accepted by the Engineer, having hard, strong, durable particles free from adherent coating. Fine aggregate shall be washed thoroughly to meet the specifications. 9-03.1(2)A Deleterious Substances This section is revised to read: The amount of deleterious substances in the washed aggregate shall be tested in accordance with AASHTO M 6 and not exceed the following values: Material finer than No. 200 Sieve 2.5 percent by weight Clay lumps and friable particles 3.0 percent by weight Coal and lignite 0.25 percent by weight Particles of specific gravity less than 2.00 1.0 percent by weight. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 97 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Organic impurities shall be tested in accordance with AASHTO T 21 by the glass color standard procedure and results darker than organic plate no. 3 shall be rejected. A darker color results from AASHTO T 21 may be used provided that when tested for the effect of organic impurities on strength of mortar, the relative strength at 7 days, calculated in accordance with AASHTO T 71, is not less than 95 percent. 9-03.1(4) Coarse Aggregate for Portland Cement Concrete This section is revised to read: Coarse aggregate for concrete shall consist of gravel, crushed gravel, crushed stone, or combinations thereof having hard, strong, durable pieces free from adherent coatings. Coarse aggregate shall be washed to meet the specifications. 9-03.1(4)A Deleterious This section, including title, is revised to read: 9-03.1(4)A Deleterious Substances The amount of deleterious substances in the washed aggregate shall be tested in accordance with AASHTO M 80 and not exceed the following values: Material finer than No. 200 Clay lumps and Friable Particles Shale Wood waste Coal and Lignite Sum of Clay Lumps, Friable Particles, and Chert (Less Than 2.40 specific gravity SSD) 1.0' percent by weight 2.0 percent by weight 2.0 percent by weight 0.05 percent by weight 0.5 percent by weight 3.0 percent by weight 'If the material finer than the No. 200 sieve is free of clay and shale, this percentage may be increased to 1.5. 9-03.1(4)C Grading The following new sentence is inserted at the beginning of the last pargraph: Where coarse aggregate size 467 is used, the aggregate may be furnished in at least two separate sizes. 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete This section is revised to read: As an alternative to using the fine aggregate sieve grading requirements in Section 9- 03.1(2)B, and coarse aggregate sieve grading requirements in Section 9-03.1(4)C, a combined aggregate gradation conforming to the requirements of Section 9-03.1(5)A may be used. 9-03.1(5)A Deleterious Substances This section is revised to read: The amount of deleterious substances in the washed aggregates % inch or larger shall not exceed the values specified in Section 9-03.1(4)A and for aggregates smaller than % inch they shall not exceed the values specified in Section 9-03.1(2)A. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 98 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 9-03.1(5)B Grading The first paragraph is deleted. 9-03.8(2) HMA Test Requirements In the table in item number 3, the heading "Statistical and Nonstatistical" is revised to read "Statistical". 9-03.8(7) HMA Tolerances and Adjustments In the table in item number 1, the column titled "Nonstatistical Evaluation" is deleted. In the table in item 1, the last column titled "Commercial Evaluation" is revised to read "Visual Evaluation". 9-03.11(1) Streambed Sediment The following three new sentences are inserted after the first sentence of the first paragraph: Alternate gradations may be used if proposed by the Contractor and accepted by the Engineer. The Contractor shall submit a Type 2 Working Drawing consisting of 0.45 power maximum density curve of the proposed gradation. The alternate gradation shall closely follow the maximum density line and have Nominal Aggregate Size of no less than 1'/z inches or no greater than 3 inches. 9-03.12(4) Gravel Backfill for Drains The following new sentence is inserted at the beginning of the second paragraph: As an alternative, AASHTO grading No. 57 may be used in accordance with Section 9- 03.1(4)C. 9-03.12(5) Gravel Backfill for Drywells The following new sentence is inserted at the beginning of the second paragraph: As an alternative, AASHTO grading No. 4 may be used in accordance with Section 9- 03.1(4)C. 9-03.21(1)B Concrete Rubble This section, including title, is revised to read: 9-03.21(1)B Recycled Concrete Aggregate Recycled concrete aggregates are coarse aggregates manufactured from hardened concrete mixtures. Recycled concrete aggregate may be used as coarse aggregate or blended with coarse aggregate for Commercial Concrete. Recycled concrete aggregate shall meet all of the requirements for coarse aggregate contained in Section 9-03.1(4) or 9-03.1(5). In addition to the requirements of Section 9-03.1(4) or 9-03.1(5), recycled concrete shall: Contain an aggregated weight of less than 1 percent of adherent fines, vegetable matter, plastics, plaster, paper, gypsum board, metals, fabrics, wood, tile, glass, asphalt (bituminous) materials, brick, porcelain or other deleterious substance(s) not otherwise noted; CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 99 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 2. Be free of components such as chlorides and reactive materials that are detrimental to the concrete, unless mitigation measures are taken to prevent recurrence in the new concrete; 3. Have an absorption of less than 10 percent when tested in accordance with AASHTO T 85. 4. Be considered mechanically fractured and therefore be considered part of the total fracture calculation as determined by the FOP for AASHTO T 335. Recycled concrete aggregate shall be in a saturated condition prior to mixing. Recycled concrete aggregate shall not be placed below the ordinary high water mark of any surface water of the State. 9-03.21(1)D Recycled Steel Furnace Slag This section title is revised to read: Steel Slag 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material In the Hot Mix Asphalt column, each value of "20" is revised to read "25". The last column heading "Steel Furnace Slag" is revised to read "Steel Slag". The following new row is inserted after the second row: Coarse Aggregate for Commercial Concrete 1 9-03.1(4) 0 1 100 1 0 1 0 August 7, 2017 9-03.1(1) General Requirements In this section, each reference to "Section 9-01.2(3)" is revised to read "Section 9-01.2(1)A". This first paragraph is supplemented with the following: Reclaimed aggregate may be used if it complies with the specifications for Portland Cement Concrete. Reclaimed aggregate is aggregate that has been recovered from plastic concrete by washing away the cementitious materials. 9-03.1(2) Fine Aggregate for Portland Cement Concrete This section is revised to read: Fine aggregate shall consist of natural sand or manufactured sand, or combinations thereof, accepted by the Engineer, having hard, strong, durable particles free from adherent coating. Fine aggregate shall be washed thoroughly to meet the specifications. 9-03.1(2)A Deleterious Substances This section is revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 100 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The amount of deleterious substances in the washed aggregate shall be tested in accordance with AASHTO M 6 and not exceed the following values: Material finer than No. 200 Sieve 2.5 percent by weight Clay lumps and friable particles 3.0 percent by weight Coal and lignite 0.25 percent by weight Particles of specific gravity less than 2.00 1.0 percent by weight. Organic impurities shall be tested in accordance with AASHTO T 21 by the glass color standard procedure and results darker than organic plate no. 3 shall be rejected. A darker color results from AASHTO T 21 may be used provided that when tested for the effect of organic impurities on strength of mortar, the relative strength at 7 days, calculated in accordance with AASHTO T 71, is not less than 95 percent. 9-03.1(4) Coarse Aggregate for Portland Cement Concrete This section is revised to read: Coarse aggregate for concrete shall consist of gravel, crushed gravel, crushed stone, or combinations thereof having hard, strong, durable pieces free from adherent coatings. Coarse aggregate shall be washed to meet the specifications. 9-03.1(4)A Deleterious This section, including title, is revised to read: 9-03.1(4)A Deleterious Substances The amount of deleterious substances in the washed aggregate shall be tested in accordance with AASHTO M 80 and not exceed the following values: Material finer than No. 200 Clay lumps and Friable Particles Shale Wood waste Coal and Lignite Sum of Clay Lumps, Friable Particles, and Chert (Less Than 2.40 specific gravity SSD) 1.0' percent by weight 2.0 percent by weight 2.0 percent by weight 0.05 percent by weight 0.5 percent by weight 3.0 percent by weight 'If the material finer than the No. 200 sieve is free of clay and shale, this percentage may be increased to 1.5. 9-03.1(4)C Grading The following new sentence is inserted at the beginning of the last pargraph: Where coarse aggregate size 467 is used, the aggregate may be furnished in at least two separate sizes. 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete This section is revised to read: As an alternative to using the fine aggregate sieve grading requirements in Section 9- 03.1(2)B, and coarse aggregate sieve grading requirements in Section 9-03.1(4)C, a combined aggregate gradation conforming to the requirements of Section 9-03.1(5)A may be used. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 101 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 9-03.1(5)A Deleterious Substances This section is revised to read: The amount of deleterious substances in the washed aggregates % inch or larger shall not exceed the values specified in Section 9-03.1(4)A and for aggregates smaller than % inch they shall not exceed the values specified in Section 9-03.1(2)A. 9-03.1(5)B Grading The first paragraph is deleted. 9-03.8(2) HMA Test Requirements In the table in item number 3, the heading "Statistical and Nonstatistical" is revised to read "Statistical". 9-03.8(7) HMA Tolerances and Adjustments In the table in item number 1, the column titled "Nonstatistical Evaluation" is deleted. In the table in item 1, the last column titled "Commercial Evaluation" is revised to read "Visual Evaluation". 9-03.11(1) Streambed Sediment The following three new sentences are inserted after the first sentence of the first paragraph: Alternate gradations may be used if proposed by the Contractor and accepted by the Engineer. The Contractor shall submit a Type 2 Working Drawing consisting of 0.45 power maximum density curve of the proposed gradation. The alternate gradation shall closely follow the maximum density line and have Nominal Aggregate Size of no less than 1'/2 inches or no greater than 3 inches. 9-03.12(4) Gravel Backfill for Drains The following new sentence is inserted at the beginning of the second paragraph: As an alternative, AASHTO grading No. 57 may be used in accordance with Section 9- 03.1(4)C. 9-03.12(5) Gravel Backfill for Drywells The following new sentence is inserted at the beginning of the second paragraph: As an alternative, AASHTO grading No. 4 may be used in accordance with Section 9- 03.1(4)C. 9-03.21(1)13 Concrete Rubble This section, including title, is revised to read: 9-03.21(1)B Recycled Concrete Aggregate Recycled concrete aggregates are coarse aggregates manufactured from hardened concrete mixtures. Recycled concrete aggregate may be used as coarse aggregate or blended with coarse aggregate for Commercial Concrete. Recycled concrete aggregate shall meet all of the requirements for coarse aggregate contained in Section 9-03.1(4) or CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 102 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 9-03.1(5). In addition to the requirements of Section 9-03.1(4) or 9-03.1(5), recycled concrete shall: 1. Contain an aggregated weight of less than 1 percent of adherent fines, vegetable matter, plastics, plaster, paper, gypsum board, metals, fabrics, wood, tile, glass, asphalt (bituminous) materials, brick, porcelain or other deleterious substance(s) not otherwise noted; 2. Be free of components such as chlorides and reactive materials that are detrimental to the concrete, unless mitigation measures are taken to prevent recurrence in the new concrete; 3. Have an absorption of less than 10 percent when tested in accordance with AASHTO T 85. 4. Be considered mechanically fractured and therefore be considered part of the total fracture calculation as determined by the FOP for AASHTO T 335. Recycled concrete aggregate shall be in a saturated condition prior to mixing. Recycled concrete aggregate shall not be placed below the ordinary high water mark of any surface water of the State. 9-03.21(1)D Recycled Steel Furnace Slag This section title is revised to read: Steel Slag 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled Material In the Hot Mix Asphalt column, each value of "20" is revised to read "25". The last column heading "Steel Furnace Slag" is revised to read "Steel Slag". The following new row is inserted after the second row: Coarse Aggregate for Commercial Concrete 1 9-03.1(4) 0 1 100 1 0 1 0 Section 9-04, Joint and Crack Sealing Materials January 3, 2017 This section is supplemented with the following two new subsections: 9-04.11 Butyl Rubber Sealant Butyl rubber sealant shall conform to ASTM C 990. 9-04.12 External Sealing Band External sealing band shall by Type III B conforming to ASTM C 877. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 103 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 9-04.1(2) Premolded Joint Filler for Expansion Joints This section is supplemented with the following: As an alternative to the above, a semi-rigid, non -extruding, resilient type, closed -cell polypropylene foam, preformed joint filler with the following physical properties as tested to AASHTO T 42 Standard Test Methods may be used. Closed -Cell Polypropylene Foam Preformed Joint Filler Physical Property Requirement Test Method Water Absorption < 1.0% AASHTO T 42 Compression Recovery > 80% AASHTO T 42 Extrusion < 0.1 in. AASHTO T 42 Density > 3.5 lbs./cu.ft. AASHTO T 42 Water Boil (1 hr.) No expansion AASHTO T 42 Hydrochloric Acid Boil (1 hr.) No disintegration AASHTO T 42 Heat Resistance OF 392°F± 5°F ASTM D 5249 9-04.2(1) Hot Poured Joint Sealants This section's content is deleted and replaced with the following new subsections: 9-04.2(1)A Hot Poured Sealant Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in accordance with ASTM D5329. 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement Hot poured sealant for cement concrete pavement shall meet the requirements of ASTM D6690 Type IV, except for the following: The Cone Penetration at 25°C shall be 130 maximum. 2. The extension for the Bond, non -immersed, shall be 100 percent. 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement Hot poured sealant for bituminous pavement shall meet the requirements of ASTM D6690 Type I or Type II. 9-04.2(1)6 Sand Slurry for Bituminous Pavement Sand slurry is mixture consisting of the following components measured by total weight: Twenty percent CSS -1 emulsified asphalt, 2. Two percent portland cement, and 3. Seventy-eight percent fine aggregate meeting the requirements of 9-03.1(2)B Class 2. Fine aggregate may be damp (no free water). 9-04.2(2) Poured Rubber Joint Sealer The last paragraph is deleted. 9-04.4(1) Rubber Gaskets for Concrete Pipes and Precast Manholes "AASHTO M 198" is revised to read "ASTM C 990". CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 104 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 9-04.4(3) Gaskets for Aluminum or Steel Culvert or Storm Sewer Pipe In the last sentence, "AASHTO M 198" is revised to read "ASTM C 990". Section 9-06, Structural Steel and Related Materials January 3, 2017 9-06.5(3) High -Strength Bolts In this section, "ASTM A325" is revised to read "ASTM F3125 Grade A325", "ASTM A490" is revised to read "ASTM F3125 Grade A490", and "ASTM F1852" is revised to read "ASTM F3125 Grade F1852". In the fifth paragraph, "ASTM -A325" is revised to read "ASTM F3125" 9-06.12 Bronze Castings In this section, "AASHTO M107" is revised to read "ASTM 1322". 9-06.16 Roadside Sign Structures In the first paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325". Section 9-07, Reinforcing Steel August 1, 2016 9-07.1(1)A Acceptance of Materials The first sentence of the first paragraph is revised to read: Reinforcing steel rebar manufacturers shall comply with the National Transportation Product Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) Manufacturers. The first sentence of the second paragraph is revised to read: Steel reinforcing bar manufacturers use either English or a Metric size designation while stamping rebar. 9-07.1(2) Bending The first two sentences of the first paragraph are deleted and replaced with the following two new sentences: Steel reinforcing bars shall be cut and bent cold to the shapes shown on the Plans. Fabrication tolerances shall be in accordance with ACI 315. Section 9-10, Piling August 1, 2016 9-10.3 Cast -In -Place Concrete Piling This section is revised to read: Reinforcement for cast -in-place concrete piles shall conform to Section 9-07.2. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 105 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 Section 9-11, Waterproofing January 3, 2017 This section (and all subsections), including title, is revised to read: 9-11 Waterproof Membrane 9-11.1 Asphalt for Waterproofing Waterproof membrane shall be a sheet membrane conforming to ASTM D 6153 Type III, the puncture capacity specified below, and either the thin polymer sheet tensile stress or the geotextile and fabric grab tensile strength specified below: Performance Properties Test Method Specification Requirements Tensile Stress ASTM D 882 75 pounds per inch (for Thin Polymer Sheets) min. Grab Tensile Strength ASTM D 4632 (for Geotextiles and (Woven or 200 pounds min. Fabrics) Nonwoven) Puncture Capacity (For Thin Polymer Sheets, ASTM E 154 200 pounds min. Geotextiles and Fabrics) Waterproofing membrane will be accepted based on a Manufacturer's Certificate of Compliance with each lot of waterproof membrane. 9-11.2 Primer for Waterproof Membrane The primer for the waterproof membrane shall be appropriate for bonding the sheet membrane to the bridge deck surface and shall be compatible with the membrane in accordance with the waterproof membrane manufacturer's recommendations. Section 9-14, Erosion Control and Roadside Planting August 7, 2017 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) The first paragraph is revised to read: All HECPs shall be made of natural plant fibers unaltered by synthetic materials, and in a dry condition, free of noxious weeds, seeds, chemical printing ink, germination inhibitors, herbicide residue, chlorine bleach, rock, metal, plastic, and other materials detrimental to plant life. The last sentence of the third paragraph is revised to read the following two sentences: Under no circumstances will field mixing of additives or components be acceptable, with the exception of seed and water. The product shall be hydrated in accordance with the manufacturer's recommendations. In Table 1 of the fourth paragraph, the following new row is inserted below the table heading: These test requirements apply to the fully mixed product, including tackifiers, dyes, or other additives that may be included in the HECP final product in its sprayable form. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 106 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The last two paragraphs are revised to read: If the HECP contains a dye to facilitate placement and inspection of the material, it shall be nontoxic to plants, animals, and aquatic life and shall not stain concrete or painted surfaces. The HECP shall not be harmful to plants, animals, and aquatic life. 9-14.4(4) Wood Strand Mulch The last paragraph is revised to read: The Contractor shall provide a test report performed in accordance with WSDOT T 125 demonstrating compliance to this specification prior to acceptance. This product shall not be harmful to plants, animals, and aquatic life. 9-14.4(7) Tackifier The first paragraph is supplemented with the following: Tackifiers shall include a mulch tracer added to visible aid uniform application, and shall not be harmful to plants, animals, or aquatic life. The first sentence of the second paragraph is revised to read: The Contractor shall provide test results documenting the tackifier and mulch tracer meets the requirements for Acute Toxicity, Solvents, and Heavy Metals as required in Table 1 in Section 9-14.4(2). 9-14.4(7)A Organic Tackifier This section is revised to read: Organic tackifiers shall be derived from natural plant sources and shall not be harmful to plants, animals, and aquatic life. 9-14.4(7)B Synthetic Tackifier This section is revised to read: Synthetic tackifiers shall not be harmful to plants, animals, and aquatic life. 9-14.5(2) Biodegradable Erosion Control Blanket The first paragraph is revised to read: Biodegradable erosion control blankets, including netting if present, shall be made of natural plant fibers unaltered by synthetic materials. All blanket material shall effectively perform the intended erosion control function until permanent vegetation has been established, or for a minimum of 6 months, whichever comes first. 9-14.5(4)A Biodegradable Check Dams This section is revised to read: Biodegradable check dams shall meet the following requirements: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 107 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Wattle Section 9-14.5(5) Compost Sock Section 9-14.5(6) Coir Log Section 9-14.5(7) The Contractor may substitute a different biodegradable check dam as long as it complies with the following and is accepted by the Engineer: Made of natural plant fiber unaltered by synthetic material. 2. Netting if present shall be made of natural plant fibers unaltered by synthetic materials. Materials shall effectively perform the intended erosion control function until permanent vegetation has been established or for a minimum of 6 months, whichever comes first. Straw bales shall not be used as check dams. 9-14.5(5) Wattles This section is revised to read: Wattles shall consist of cylinders of plant material such as weed -free straw, coir, wood chips, excelsior, or wood fiber or shavings encased within netting made of natural plant fibers unaltered by synthetic materials. Wattles shall be a minimum of 8 inches in diameter. Netting material shall be clean, evenly woven, and free of encrusted concrete or other contaminating materials such as preservatives. Netting material shall be free from cuts, tears, or weak places and shall effectively perform the intended erosion control function until permanent vegetation has been established or for a minimum of 6 months, whichever comes first. If wood chip filler is used, it shall meet the material requirements as specified in Section 9-14.4(3). If straw filler is used, it shall meet the material requirements as specified in Section 9-14.4(1). If wood shavings are used, 80 percent of the fibers shall have a minimum length of 6 inches between 0.030 and 0.50 inches wide and between 0.017 and 0.13 inches thick. Stakes for wattles shall be made of wood from untreated Douglas fir, hemlock, or pine species. 9-14.5(6) Compost Socks This section is revised to read: Compost socks shall consist of fabric made of natural plant fibers unaltered by synthetic materials. The compost sock shall be filled with Medium Compost as specified in Section 9-14.4(8). Compost socks shall be at least 8 inches in diameter. The sock shall be clean, evenly woven; free of encrusted concrete or other contaminating materials; free from cuts, tears, broken or missing yarns; free of thin, open, or weak areas; and free of any type of preservative. Sock fabric shall effectively perform the intended erosion control function until permanent vegetation has been established or for a minimum of 6 months, whichever comes first. Stakes for compost socks shall be made of wood from untreated Douglas fir, hemlock, or pine species. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 108 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Section 9-16, Fence and Guardrail January 17, 2017 9-16.3(3) Galvanizing The first three sentences are deleted and replaced with the following single sentence: W -beam or thrie beam rail elements and terminal sections shall be galvanized in accordance with AASHTO M 180, Class A, Type II. Section 9-20, Concrete Patching Material, Grout, and Mortar January 3, 2017 This section is supplemented with the following new subsection: 9-20.5 Bridge Deck Repair Material Bridge deck repair material shall be either an ultra-low viscosity, two-part liquid, polyurethane -hybrid polymer concrete, or a pre-packaged cement based repair mortar, conforming to the following requirements: Minimum compressive strength of 2,500 psi, in accordance with ASTM C 109. 2. Total soluble chloride ion content by mass of product shall conform to the limits specified in Section 6-02.3(2) for reinforced concrete. 3. Permeability of less than 2,000 coulombs at 56 -days in accordance with AASHTO T 277. If pre-packaged deck repair material does not include coarse aggregate, the Contractor shall extend the mix with coarse aggregate as recommended by the manufacturer. Section 9-23, Concrete Curing Materials and Admixtures January 3, 2017 9-23.9 Fly Ash The first paragraph is revised to read: Fly ash shall conform to the requirements of AASHTO M295 Class C or F including supplementary optional chemical requirements as set forth in Table 2. The last sentence of the last paragraph is revised to read: The supplementary optional chemical limits in AASHTO M295 Table 2 do not apply to fly ash used in Controlled Density Fill. 9-23.12 Metakaolin This section, including title, is revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 109 1 9-23.12 Natural Pozzolan 2 Natural Pozzolans shall be either Metakaolin or ground Pumice and shall conform to the 3 requirements of AASHTO M295 Class N, including supplementary optional chemical 4 requirements as set forth in Table 2. 5 6 Section 9-28, Signing Materials and Fabrication 7 April 3, 2017 8 9-28.14(3) Aluminum Structures 9 This section is revised to read: 10 11 Welding of aluminum shall be in accordance with AWS D1.2/D1.2M, latest edition, 12 Structural Welding Code —Aluminum. 13 14 Aluminum alloy filler metals utilized on anodized structures shall result in color matching 15 to base metals. 16 17 Section 9-29, Illumination, Signal, Electrical 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 August 7, 2017 9-29.2 Junction Boxes, Cable Vaults, and Pull Boxes This section is supplemented with the following new subsections: 9-29.2(5) Testing Requirements The Contractor shall provide for testing of junction boxes, cable vaults and pull boxes. Junction boxes, cable vaults and pull boxes shall be tested by an independent materials testing facility, and a test report issued documenting the results of the tests performed. For each junction box, vault and pull box type, the independent testing laboratory shall meet the requirements of AASHTO R 18 for Qualified Tester and Verified Test Equipment. The test shall be conducted in the presence of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural, and each test sheet shall have the Professional Engineer's original signature, date of signature, original seal, and registration number. One copy of the test report shall be furnished to the Contracting Agency certifying that the box and cover meet or exceed the loading requirements for that box type, and shall include the following information: Product identification. 2. Date of testing. 3. Description of testing apparatus and procedure. 4. All load deflection and failure data. 5. Weight of box and cover tested. 6. Upon completion of the required test(s) the box shall be loaded to failure or to the maximum load possible on the testing machine (70,000 pounds minimum). CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 110 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 7. A brief description of type and location of failure or statement that the testing machine reached maximum load without failure of the box. 9-29.2(5)A Standard Duty Boxes and Vaults Standard Duty Concrete Junction Boxes, Cable Vaults, and Pull Boxes shall be load tested to 22,500 pounds. The test load shall be applied uniformly through a 10 by 10 by 1 -inch steel plate centered on the lid. The test load shall be applied and released ten times, and the deflection at the test load and released state shall be recorded for each interval. At each interval the junction box shall be inspected for lid deformation, failure of the lid/frame welds, vertical and horizontal displacement of the lid/frame, cracks, and concrete spalling. Concrete junction boxes will be considered to have withstood the test if none of the following conditions are exhibited: Permanent deformation of the lid or any impairment to the function of the lid. 2. Vertical or horizontal displacement of the lid frame. 3. Cracks wider than 0.012 inches that extend 12 inches or more. 4. Fracture or cracks passing through the entire thickness of the concrete. 5. Spalling of the concrete. 9-29.2(5)B Retrofit Security Lids for Standard Duty Concrete Junction Boxes Security lids used to retrofit existing Standard Duty Concrete Junction Boxes shall be tested as follows: The security lid shall be installed on any appropriately sized box that is currently approved on the Qualified Products List. 2. The security lid and box assembly shall be load tested in accordance with Section 9-29.2(5)A. After the ten load cycles but before loading to failure, the security lid shall be fully opened and removed to verify operability. 3. The locking mechanism(s) shall be tested as follows: a. The locking mechanism shall be cycled 250 times (locked, then unlocked again) at room temperature (60-800F). If there is more than one identical locking mechanism, only one needs to be cycled in this manner. b. Temperature changes should be limited to no more than 60°F per hour. c. The security lid shall be cooled to and held at -30°F for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 111 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 d. The security lid shall be heated to and held at 120-122°F for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature. e. The security lid shall be temperature adjusted to and held at 110°F and 95% humidity for 15 minutes. The locking mechanism shall then be cycled once to verify operation at this temperature and humidity. 9-29.2(5)C Standard Duty Non -Concrete Junction Boxes Non -concrete Junction Boxes shall be tested as defined in the ANSI/SCTE 77 Tier 15 test method using the test load of 22,500 pounds (minimum) in place of the design load during testing. In addition, the Contractor shall provide a Manufacturer Certificate of Compliance for each non -concrete junction box installed. 9-29.2(5)D Heavy -Duty Boxes and Vaults Heavy -Duty Junction Boxes, Cable Vaults, and Pull Boxes shall be load tested to 46,000 pounds. The test load shall be applied vertically through a 10 by 20 by 1 -inch steel plate centered on the lid with an orientation both on the long axis and the short axis of the junction box. The test load shall be applied and released ten times on each axis. The deflection at the test load and released state shall be recorded for each interval. At each interval the test box shall be inspected for lid deformation, failure of the lid or frame welds, vertical and horizontal displacement of the lid frame, cracks, and concrete spalling. After the twentieth loading interval the test shall be terminated with a 60,000 pound load being applied vertically through the steel plate centered on the lid and with the long edge of steel plate orientated parallel to the long axis of the box. Heavy -Duty Junction Boxes will be considered to have withstood the 46,000 pound test if none of the following conditions are exhibited: Permanent deformation of the lid or any impairment to the function of the lid. 2. Vertical or horizontal displacement of the lid frame. 3. Cracks wider than 0.012 inches that extend 12 inches or more. 4. Fracture or cracks passing through the entire thickness of the concrete. 5. Spalling of the concrete. Heavy -Duty Junction Boxes will be considered to have withstood the 60,000 pound test if all of the following conditions are exhibited: The lid is operational. 2. The lid is securely fastened. 3. The welds have not failed. 4. Permanent dishing or deformation of the lid is 1/4 inch or less. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 112 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 5. No buckling or collapse of the box. 9-29.2(1) Standard Duty and Heavy Duty Junction Boxes This section, including title, is revised to read: 9-29.2(1) Junction Boxes For the purposes of this Specification concrete is defined as portland cement concrete and non -concrete is all others. The Contractor shall provide shop drawings for all components, hardware, lid, frame, reinforcement, and box dimensions. The shop drawings shall be prepared by (or under the supervision of) a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural. Each sheet shall carry the following: Professional Engineer's original signature, date of signature, original seal, and registration number. If a complete assembly drawing is included which references additional drawing numbers, including revision numbers for those drawings, then only the complete assembly drawing is required to be stamped. 2. The initials and dates of all participating design professionals. 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, and registration number. For each type of junction box, or whenever there is a change to the junction box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9-29.2(1)A Standard Duty Junction Boxes This section is revised to read: Standard Duty Junction Boxes are defined as Type 1, 2 and 8 junction boxes and shall have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9-29.2(5). A complete Type 8 Junction Box includes the spread footing shown in the Standard Plans. All Standard Duty Junction Boxes placed in sidewalks, walkways, and shared use paths shall have slip resistant surfaces. Non -slip lids and frames shall be hot dip galvanized in accordance with AASHTO M111. 9-29.2(1)A1 Concrete Junction Boxes The Standard Duty Concrete Junction Box steel frame, lid support, and lid shall be painted with a black paint containing rust inhibiters or painted with a shop applied, inorganic zinc primer in accordance with Section 6-07.3, or hot -dip galvanized in accordance with AASHTO M 111. Concrete used in Standard Duty Junction Boxes shall have a minimum compressive strength of 6,000 psi when reinforced with a welded wire hoop, or 4,000 psi when reinforced with welded wire fabric or fiber reinforcement. The frame shall be anchored to the box by welding headed studs % by 3 inches long, as specified in Section 9-06.15, to the frame. The wire fabric shall be attached to the studs and CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 113 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 frame with standard tie practices. The box shall contain ten studs located near the centerline of the frame and box wall. The studs shall be placed one anchor in each corner, one at the middle of each width and two equally spaced on each length of the box. Materials for Type 1, 2, and 8 Concrete Junction Boxes shall conform to the following: Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Fiber Reinforcing ASTM C1116, Type III Lid ASTM A786 diamond plate steel Slip Resistant Lid ASTM A36 steel Frame ASTM A786 diamond plate steel or ASTM A36 steel Slip Resistant Frame ASTM A36 steel Lid Support ASTM A36 steel, or ASTM A1011 SS Grade 36 or hi her Handle & Handle support ASTM A36 steel, or ASTM A1011 CS (Any Grade) or SS (Any Grade Anchors studs Section 9-06.15 Bolts, Studs, Nuts, Washers ASTM F593 or A193, Type 304 or 316, or Stainless Steel grade 302, 304, or 316 steel in accordance with approved shop drawing Locking and Latching Mechanism Hardware and Bolts In accordance with approved shop drawings 9-29.2(1)A2 Non -Concrete Junction Boxes Material for the non -concrete junction boxes shall be of a quality that will provide for a similar life expectancy as portland cement concrete in a direct burial application. Type 1, 2, and 8 non -concrete junction boxes shall have a Design Load of 22,500 pounds and shall be tested in accordance with Section 9-29.2(5). Non -concrete junction boxes shall be gray in color and have an open bottom design with approximately the same inside dimensions, and present a load to the bearing surface that is less than or equal to the loading presented by the concrete junction boxes shown in the Standard Plans. Non -concrete junction box lids shall include a pull slot and embedded 6 by 6 by'/4-inch steel plate, and shall be secured with two 1/2 inch stainless steel Penta -head bolts recessed into the cover. The tapped holes for the securing bolts shall extend completely through the box to prevent accumulation of debris. Bolts shall conform to ASTM F593, stainless steel. 9-29.2(1)B Heavy -Duty Junction Boxes The first paragraph is revised to read: Heavy -Duty Junction Boxes are defined as Type 4, 5, and 6 junction boxes and shall be concrete and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29.2(5). CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 114 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9-29.2(1)C Testing Requirements This section is deleted in its entirety. 9-29.2(2) Small Cable Vaults, Standard Duty Cable Vaults, Standard Duty Pull Boxes, and Heavy Duty Pull Boxes This section, including title, is revised to read: 9-29.2(2) Cable Vaults and Pull Boxes Cable Vaults and Pull Boxes shall be constructed as a concrete box and as a concrete lid. The lids for Cable Vaults and Pull Boxes shall be interchangeable and both shall fit the same box as shown in the Standard Plans. The Contractor shall provide shop drawings for all components, including concrete box, Cast Iron Ring, Ductile Iron Lid, Steel Rings, and Lid. In addition, the shop drawings shall show placement of reinforcing steel, knock outs, and any other appurtenances. The shop drawing shall be prepared by or under the direct supervision of a Professional Engineer, licensed under Title 18 RCW, State of Washington, in the branch of Civil or Structural. Each sheet shall carry the following: Professional Engineer's original signature, date of signature, original seal, and registration number. If a complete assembly drawing is included which references additional drawing numbers, including revision numbers for those drawings, then only the complete assembly drawing is required to be stamped. 2. The initials and dates of all participating design professionals. 3. Clear notation of all revisions including identification of who authorized the revision, who made the revision, and the date of the revision. Design calculations shall carry on the cover page, the Professional Engineer's original signature, date of signature, original seal, and registration number. For each type of box or whenever there is a change to the Cable Vault or Pull box design, a proof test, as defined in this Specification, shall be performed and new shop drawings submitted. 9-29.2(2)A Small Cable Vaults, Standard Duty Cable Vaults, and Standard Duty Pull Boxes This section's title is revised to read: 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes The first paragraph is revised to read: Standard Duty Cable Vaults and Pull Boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9-29.2(5). For the purposes of this Section, Small Cable Vaults are considered a type of Standard Duty Cable Vault. The first sentence of the second paragraph is revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 115 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Concrete for Standard Duty Cable Vaults and Pull Boxes shall have a minimum compressive strength of 4,000 psi. The first sentence of the third paragraph is revised to read: All Standard Duty Cable Vaults and Pull Boxes placed in sidewalks, walkways, and shared -use paths shall have slip -resistant surfaces. The fourth paragraph (up until the colon) is revised to read: Materials for Standard Duty Cable Vaults and Pull Boxes shall conform to the following: 9-29.2(2)B Heavy -Duty Cable Vaults and Pull Boxes The first paragraph is revised to read: Heavy -Duty Cable Vaults and Pull Boxes shall be constructed of concrete having a minimum compressive strength of 4,000 psi, and have a minimum vertical load rating of 46,000 pounds without permanent deformation and 60,000 pounds without failure when tested in accordance with Section 9-29.2(5). 9-29.2(3) Structure Mounted Junction Boxes The first and second paragraphs are revised to read: Surface mounted junction boxes and concrete embedded junction boxes installed in cast - in -place structures shall be stainless steel NEMA 4X. Concrete embedded junction boxes installed in structures constructed by slip forming shall be stainless steel NEMA 3R and shall be adjustable for depth, with depth adjustment bolts, which are accessible from the front face of the junction box with the lid installed. 9-29.3(1) Fiber Optic Cable This section is revised to read: All fiber optic cables shall be single mode fiber optic cables unless otherwise specified in the Contract. All fiber optic cables shall meet the following requirements: Compliance with the current version of ANSI/ICEA S-87-640. A product data specification sheet clearly identifying compliance or a separate letter from manufacturer to state compliance shall be provided. 2. Cables shall be gel free, loose tube, low water peak, and all dielectric with no metallic component. 3. Cables shall not be armored unless specified in the Contract. 4. Cables shall be approved for mid -span entries and be rated by the manufacturer for outside plant (OSP) use, placement in underground ducts, and aerial installations. 5. Fiber counts shall be as specified in the Contract. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 116 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 6. Fibers and buffer tubes shall be color coded in accordance with the current version of EIA/TIA-598. 7. Fibers shall not have any factory splices. 8. Outer Jacket shall be Type M (Medium Density Polyethylene). Outerjacket shall be free from holes, splits, blisters, or other imperfections and must be smooth and concentric as is consistent with the best commercial practice. 9. A minimum of one (1) rip cord is required for each cable. 10. Cable markings shall meet the following additional requirements: a. Color shall be white or silver. b. Markings shall be approximately 3 millimeters (118 mils) in height, and dimensioned and spaced to produce good legibility. c. Markings shall include the manufacturer's name, year of manufacture, the number of fibers, the words "OPTICAL CABLE", and sequential length marks. d. Sequential length markings shall be in meters or feet, spaced at intervals not more than 1 meter or 2 feet apart, respectively. e. The actual cable length shall not be shorter than the cable length marking. The actual cable length may be up to 1% longer than the cable length marking. f. Cables with initial markings that do not meet these requirements will not be accepted and may not be re -marked. 11. Short term tensile strength shall be a minimum of 600 pounds (1 bs). Long term tensile strength shall be a minimum of 180 pounds (lbs). Tensile strength shall be achieved using a fiberglass reinforced plastic (FRP) central member and / or aramid yarns. 12. All cables shall be new and free of material or manufacturing defects and dimensional non-uniformity that would: a. Interfere with the cable installation using accepted cable installation practices; b. Degrade the transmission performance or environmental resistance after installation; c. Inhibit proper connection to interfacing elements; d. Otherwise yield an inferior product. 13. The fiber optic cables shall be shipped on reels with a drum diameter at least 20 times the diameter of the cable, in order to prevent damage to the cable. The CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 117 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 reels shall be substantial and constructed so as to prevent damage during shipment and handling. Reels shall be labeled with the same information required for the cable markings, with the exception that the total length of cable shall be marked instead of incremental length marks. Reels shall also be labeled with the type of cable. This section is supplemented with the following new subsection: 9-29.3(1)B Multimode Optical Fibers Where multimode fiber optic cables are specified in the Contract, the optical fibers shall be one of the following types, as specified in the Contract: a. Type OM1, meeting the requirements of EIA/TIA492-AAAA-Aor ISO/IEC 11801. The fiber core diameter shall be 62.5 Nm. Type OM2, meeting the requirements of EIA/TIA492-AAAB-Aor ISO/IEC 11801. The fiber core diameter shall be 50 pm. All multimode optical fibers shall have a maximum attenuation of 3.0 dB/km at 850nm and 1.0 dB/km at 1300nm. Completed cable assemblies shall be rated for 1000BaseLX Ethernet communications. 9-29.3(1)A Singlemode Fiber Optic Cable This section is revised to read: Single -Mode optical fibers shall be EIA/TIA 492-CAAB or ISO/IEC 11801 Type OS2, low water peak zero dispersion fibers, meeting the requirements of ITU -T G.652.D. 9-29.6 Light and Signal Standards The third paragraph is revised to read: Light standard, signal standards, slip base hardware and foundation hardware shall be hot dip galvanized in accordance with AASHTO M 111 and AASHTO M 232. Where colored standards are required, standards shall be powder -coated after galvanizing in accordance with Section 6-07.3(11). The standard color shall be as specified in the Contract. 9-29.6(1) Steel Light and Signal Standards In the first paragraph, "ASTM A325" is revised to read "ASTM F3125 Grade A325". 9-29.6(2) Slip Base Hardware In this section, "ASTM A325" is revised to read "ASTM F3125 Grade A325". 9-29.7(2) Fused Quick -Disconnect Kits The table is supplemented with the following new row: LED* 1 10A 1 10A 1 20A The following footnote is inserted after the table: Applies to all LED luminaires, regardless of wattage. Fuses for LED luminaires shall be slow blow. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 118 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 9-29.10 Luminaires The first sentence of the third paragraph is revised to read: All luminaires shall be provided with markers for positive identification of light source type and wattage in accordance with ANSI C136.15-2011, with the exception that LED luminaires shall be labeled with the wattage of their conventional luminaire equivalents — the text "LED" is optional. The table in the fourth paragraph is revised to read: Conventional Lamp Wattage Conventional Wattage Legend Equivalent LED Legend 70 7 7E 100 10 10E 150 15 15E 175 17 17E 200 20 20E 250 25 25E 310 31 31 E 400 40 40E 700 70 70E 750 75 75E 1,000 X1 ME 9-29.13(10)C NEMA Controller Cabinets Item number 6 of the first paragraph is revised to read: 6. LED light strips shall be provided for cabinet lighting. Each LED light strip shall be approximately 12 inches long, have a minimum output of 320 lumens, and have a color temperature of 4100K (cool white) or higher. Two light strips shall be provided. One light strip shall be ceiling mounted and oriented parallel to the door face. The second light strip shall be mounted under the lower shelf, such that the output terminal landings are illuminated. Lighting shall not interfere with the proper operation of any other ceiling or shelf mounted equipment. All lighting fixtures shall energize automatically when any door is opened. Each door switch shall be labeled "Light". 9-29.13(10)D Cabinets for Type 170E and 2070 Controllers Item number 6 of the first paragraph is revised to read: 6. LED light strips shall be provided for cabinet lighting, powered from the Equipment breaker on the Power Distribution Assembly. Each LED light strip shall be approximately 12 inches long, have a minimum output of 320 lumens, and have a color temperature of 4100K (cool white) or higher. There shall be two light strips for each rack within the cabinet. Lighting shall be ceiling mounted — rack mounted lighting is not permitted. One light strip shall be installed above the front of the rack, oriented parallel to the door face, and placed such that the front of the rack and the rack mounted equipment is illuminated. The second light strip shall be installed above the rear of the rack, oriented perpendicular to the door face, and placed such that the interior of the rack is illuminated. Lighting shall not interfere with the proper CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 operation of any other ceiling mounted equipment. All lighting fixtures above a rack shall energize automatically when either door to that respective rack is opened. Each door switch shall be labeled "Light". 9-29.13(12) ITS Cabinet Item number 6 of the first paragraph is revised to read: 6. LED light strips shall be provided for cabinet lighting, powered from the Equipment breaker on the Power Distribution Assembly. Each LED light strip shall be approximately 12 inches long, have a minimum output of 320 lumens, and have a color temperature of 4100K (cool white) or higher. There shall be two light strips for each rack within the cabinet. Lighting shall be ceiling mounted — rack mounted lighting is not permitted. One light strip shall be installed above the front of the rack, oriented parallel to the door face, and placed such that the front of the rack and the rack mounted equipment is illuminated. The second light strip shall be installed above the rear of the rack, oriented perpendicular to the door face, and placed such that the interior of the rack is illuminated. Lighting shall not interfere with the proper operation of any other ceiling mounted equipment. All lighting fixtures above a rack shall energize automatically when either door to that respective rack is opened. Each door switch shall be labeled "Light". 9-29.25 Amplifier, Transformer, and Terminal Cabinets Item 2C is revised to read: c. Transformer up to 12.5 KVA 20" 48" 24" Transformer 12.6 to 35 KVA 30" 60" 32" The following new sentence is inserted before the last sentence of item number 10: There shall be an isolation breaker on the input (line) side of the transformer, and a breaker array on the output (load) side. Section 9-30, Water Distribution Materials August 7, 2017 9-30.6(3) Service Pipes This section is supplemented with the following new subsection: 9-30.6(3)C PEX-a Tubing PEX-a tubing shall be a minimum of %-inch or a maximum 2 -inch in diameter and shall be manufactured in accordance with AWWA C904 and ASTM F876. The tubing shall have a minimum materials designation code of 3306 in accordance with ASTM F876, a pressure rating of 200 psi at 73.4 degrees using a design factor of 0.63 as outlined in PPI TR -3, Part F-7, and shall have a minimum SDR of 9. Tubing color shall be blue in accordance with APWA Uniform color standards. 9-30.6(4) Service Fittings This section is supplemented with the following new paragraph: Fittings for PEX-a tubing shall meet the requirements of AWWA C904. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 120 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Section 9-31, Elastomeric Pads August 7, 2017 This section, including title, is revised to read: 9-31 Fabricated Bridge Bearing Assemblies 9-31.1 Steel Plates and Bars Steel plates and bars, including anchor array templates, shall conform to ASTM A 36. Recessed steel surfaces retaining PTFE shall have an average surface roughness of 250-microinches or less. Steel surfaces in contact with pre -formed fabric pad or polyether urethane disc shall have an average surface roughness of 250-microinches or less. Steel surfaces in contact with stainless steel sheet, or with the bearing block of a pin bearing assembly, shall have an average surface roughness of 125-microinches or less. All other steel surfaces in contact with other fabricated bridge bearing assembly components shall have an average surface roughness of 250-microinches or less. 9-31.2 Stainless Steel Stainless steel sheet shall conform to ASTM A 240 Type 304L. Stainless steel in contact with PTFE shall be polished to a Number 8 mirror finish. Stainless steel sheet for fabric pad bearing assemblies shall have a thickness greater than or equal to 14 -gage. Stainless steel countersunk screws shall be hexagon socket type conforming to the geometric requirements of ANSI B 18.3 and shall conform to ASTM F 593 Type 304L. 9-31.3 Bearing Blocks and Keeper Rings Bearing block forgings for pin bearing assemblies shall conform to Section 9-06.11, including AASHTO M 102 Supplemental Requirement S4. The grade shall be Grade F. The bearing block forging surfaces in contact with other pin bearing assembly components shall have an average surface roughness of 63-microinches or less. All other bearing block forging surfaces shall have an average surface roughness of 250-microinches or less. Keeper ring forgings for pin bearing assemblies shall conform to Section 9-06.11, and the grade shall be Grade H. All keeper ring surfaces shall have an average surface roughness of 125-microinches or less. 9-31.4 Pin Assembly Pins shall conform to ASTM A 276 UNS Designation 21800. The pin surfaces in contact with the bearing block shall have an average surface roughness of 63- microinches or less. Nuts shall conform to ASTM A 563 Grade DH. Nuts with a thread diameter equal to or less than six -inches shall have a minimum Rockwell Hardness of HRc 24. Nuts with a thread diameter greater than six -inches shall have a Rockwell Hardness between HRc 20 and HRc 30. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 121 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Washers shall conform to ASTM A 572 Grade 50. Cotter pins shall be stainless steel. 9-31.5 Welded Shear Connectors Welded shear connectors shall conform to Section 9-06.15. 9-31.6 Bolts, Nuts and Washers Bolts, nuts and washers shall conform to Section 9-06.5(3). 9-31.7 Anchor Array Rods, Nuts and Washers Anchor array rods, nuts and washers shall conform to Section 9-06.5(4). The top 1'- 0", minimum, of the exposed end of the anchor rods, and the associated nuts and washers, shall be galvanized in accordance with AASHTO M 232 or ASTM F 2329 as applicable. Pipe sleeves for anchor array templates shall conform to ASTM A 53 Grade B Type E or S, black. 9-31.8 Bearing Pads 9-31.8(1) Elastomeric Pads Elastomeric pads shall conform to the requirements of AASHTO M251 unless otherwise specified in the Plans or Special Provisions. The elastomer shall be low-temperature Grade 3 and shall not contain any form of wax. Unless otherwise specified in the Plans or Special Provisions, the elastomer shall have a shear modulus of elasticity of 165 psi at 73°F. All elastomeric pads with steel laminates shall be cast as units in separate molds and bonded and vulcanized under heat and pressure. Corners and edges of molded pads may be rounded at the option of the Contractor. Radius at corners shall not exceed % inch, and radius of edges shall not exceed '/8 inch. Elastomeric pads shall be fabricated to meet the tolerances specified in AASHTO M251. Shims contained in laminated elastomeric pads shall be mill rolled steel sheets not less than 20 gage in thickness with a minimum cover of elastomer on all edges of: '/4 inch for pads less than or equal to 5 inches thick and, '/z inch for pads greater than 5 inches thick. Steel shims shall conform to ASTM A1011, Grade 36, unless otherwise noted. All shim edges shall be ground or otherwise treated so that no sharp edges remain. 9-31.8(2) Polytetrafluoroethylene (PTFE) PTFE shall be unfilled (100 -percent virgin) PTFE or fiberglass fiber filled PTFE (or woven fabric PTFE for disc or spherical bearing assemblies) conforming to Section 18.8 of the AASHTO LRFD Bridge Construction Specifications, and the following additional requirements: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 122 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 PTFE shall be unfilled (100 -percent virgin) PTFE except where filled PTFE is specified in the Plans. 2. Filled PTFE shall be composed of PTFE resin uniformly blended with 15 -percent maximum fiberglass fiber. 3. The substrate shall limit the flow (elongation) of the confined PTFE to not more than 0.009 -inch under a pressure of 2,000 psi for 15 -minutes at 78°F for a two-inch by three-inch test sample. 4. Unfilled PTFE shall have a hardness of 50 to 65 Durometer D, at 78°F, in accordance with ASTM D 2240. 5. The PTFE may be dimpled. 9-31.8(3) Pre -Formed Fabric Pad Pre -formed fabric pads shall be composed of multiple layers of duck, impregnated and bound with high-quality oil resistant synthetic rubber, compressed into resilient pads. The pre -formed fabric pads shall conform to MIL C 882 and the following additional requirements: The pre -formed fabric pad shall have a shore A hardness of 90 ± 5 in accordance with ASTM D 2240. 2. The number of plies shall be as required to produce the specified thickness after compression and vulcanization. 9-31.9 Polyether Urethane Polyether urethane shall be a molded polyether urethane compound conforming to the following properties: Physical Properties Specification Hardness, Type D durometer ASTM D 2240 45 55 65 Minimum tensile stress, ksi At 100 -percent elongation At 200 -percent elongation ASTM D 412 1.5 2.8 1.9 3.4 2.3 4.0 Minimum tensile strength, ksi ASTM D 412 4.0 5.0 6.0 Minimum ultimate elongation, percent ASTM D 412 350 285 220 Maximum compression set (22 hours at 158°F) Method B, percent ASTM D 395 40 40 40 Required minimums for tensile stress at specific elongations, tensile strength, ultimate elongation, and compression set may be interpolated for durometer hardness values between 45 and 55, and 55 and 65. 9-31.10 Silicone Grease Silicone grease for use with dimpled PTFE shall conform to SAE AS 8660. 9-31.11 Epoxy Gel Epoxy gel shall be Type 1, Grade 3, Class A, B, or C, conforming to Section 9-26.1. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 123 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 9-31.12 Resin Filler Resin filler shall be a two -component, resin and catalyst, liquid thermoset material, with the following properties: 1. The viscosity of the resin -catalyst mixture shall be 35,000 ± 5,000cP at 75°F immediately after mixing. 2. The flash point shall be 100°F minimum. 3. After mixing, the resin -catalyst mixture shall be pourable for a minimum of 8 -minutes at 60°F and shall harden in 15 -minutes maximum. Heating of the mixture to a maximum temperature of 250°F after placement is permissible to obtain a full cure. The properties of the cured resin -catalyst mixture shall be: 1. The fully cured compressive strength shall be 12,000 psi, minimum. 2. The maximum allowable shrinkage shall be 2 -percent. To control shrinkage, an inert filler may be used in the resin provided the specified viscosity requirements are met. 3. The hardness shall be between 40 and 55 in accordance with ASTM D 2583. The resin and catalyst components shall be supplied in separate containers. Section 9-35, Temporary Traffic Control Materials August 7, 2017 9-35.12 Transportable Attenuator The second sentence of the first paragraph is revised to read: The transportable attenuator shall be mounted on, or attached to, a host vehicle that complies with the manufacturer's recommended weight range. 9-35.14 Portable Temporary Traffic Control Signal The last sentence of the eighth paragraph is revised to read: A highly retroreflective yellow strip, 1 inch wide, shall be placed around the perimeter of the face of all vehicle signal backplates to project a rectangular image at night toward oncoming traffic. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 124 III. SPECIAL PROVISIONS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2016 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project -specific fill-ins; and project -specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project -specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • Engineering Design & Construction Standards, Divisions 2 through 8, City of Bremerton, current edition Contractor shall obtain copies of these publications, at Contractor's own expense. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 125 1 Table of Contents 2 Division 1 General Requirements................................................................................... 127 3 1-01 Definition and Terms............................................................................................... 127 4 1-02 Bid Procedures And Conditions.............................................................................. 129 5 1-03 Award and Execution of Contract........................................................................... 138 6 1-04 Scope of the Work.................................................................................................. 140 7 1-05 Control of Work....................................................................................................... 140 8 1-06 Control of Material.................................................................................................. 148 9 1-07 Legal Relations and Responsibilities to the Public ................................................. 150 10 1-08 Prosecution and Progress...................................................................................... 182 11 1-09 Measurement and Payment................................................................................... 186 12 1-10 Temporary Traffic Control....................................................................................... 189 13 Division 5 Surface Treatments and Pavements........................................................... 191 14 5-04 Hot Mix Asphalt....................................................................................................... 191 15 5-06 High Friction Surface Treatment............................................................................. 193 16 Division 7 Miscellaneous Construction......................................................................... 197 17 7-04 Storm Sewers......................................................................................................... 197 18 7-05 Manholes, Inlets, Catch Basins, and Drywells........................................................ 198 19 7-07 Cleaning Existing Drainage Structures................................................................... 199 20 Division 8 Miscellaneous Construction......................................................................... 200 21 8-11 Guardrail.................................................................................................................200 22 8-22 Pavement Markings................................................................................................ 201 23 Appendices........................................................................................................................ 202 24 Standard Plans.................................................................................................................. 202 25 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 126 1 Division 1 2 General Requirements 3 4 DESCRIPTION OF WORK 5 6 (March 13, 1995) 7 This Contract provides for the improvement of *** Tracyton Beach Road and West Belfair 8 Valley Road including furnishing and installation of new guardrail, pavement repair, storm 9 water structures and pipe, high friction surface treatment, signing, striping, *** and other work, 10 all in accordance with the attached Contract Plans, these Contract Provisions, and the 11 Standard Specifications. 12 13 Definition and Terms 14 15 1-01.3 Definitions 16 (January 4, 2016 APWA GSP) 17 18 Delete the heading Completion Dates and the three paragraphs that follow it, and replace 19 them with the following: 20 21 Dates 22 Bid Opening Date 23 The date on which the Contracting Agency publicly opens and reads the Bids. 24 Award Date 25 The date of the formal decision of the Contracting Agency to accept the lowest 26 responsible and responsive Bidder for the Work. 27 Contract Execution Date 28 The date the Contracting Agency officially binds the Agency to the Contract. 29 Notice to Proceed Date 30 The date stated in the Notice to Proceed on which the Contract time begins. 31 Substantial Completion Date 32 The day the Engineer determines the Contracting Agency has full and unrestricted 33 use and benefit of the facilities, both from the operational and safety standpoint, any 34 remaining traffic disruptions will be rare and brief, and only minor incidental work, 35 replacement of temporary substitute facilities, plant establishment periods, or 36 correction or repair remains for the Physical Completion of the total Contract. 37 Physical Completion Date 38 The day all of the Work is physically completed on the project. All documentation 39 required by the Contract and required by law does not necessarily need to be 40 furnished by the Contractor by this date. 41 Completion Date 42 The day all the Work specified in the Contract is completed and all the obligations of 43 the Contractor under the contract are fulfilled by the Contractor. All documentation 44 required by the Contract and required by law must be furnished by the Contractor 45 before establishment of this date. 46 Final Acceptance Date 47 The date on which the Contracting Agency accepts the Work as complete. 48 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 127 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Supplement this Section with the following: All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, to the terms "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to the terms "State" or "state" shall be revised to read "Contracting Agency" unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". All references to "final contract voucher certification" shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 128 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: 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. 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") 3 Furnished automatically upon award. Contract Provisions 3 Furnished automatically upon award. Large plans (e.g., 22" x 0 Furnished only upon 34") request. Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense. Examination of Plans, Specifications and Site of Work 1-02.4(1) General (August 15, 2016 APWA GSP Option A) The first sentence of the last paragraph is revised to read: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 129 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, must request the explanation or interpretation in writing soon enough to allow a written reply to reach all prospective Bidders before the submission of their Bids. 1-02.4(2) Subsurface Information (March 8, 2013 APWA GSP) The second sentence in the first paragraph is revised to read: The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix to the Special Provisions, shall be considered as part of the Contract. 1-02.5 Proposal Forms (July 31, 2017 APWA GSP) Delete this section and replace it with the following: 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 be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form 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 UDBE/DBE/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, preferably 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. 1-02.6 Preparation of Proposal (June 20, 2017 APWA GSP) Supplement the second paragraph with the following: 4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid. Delete the fourth paragraph and replace it with the following: The Bidder shall submit with the Bid a completed Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification, when required by the Special Provisions. For each and every UDBE firm listed on the Bidder's completed Underutilized Disadvantaged Business Enterprise Utilization Certification, the Bidder shall submit written confirmation from that UDBE firm that the UDBE is in agreement with the UDBE participation commitment that the Bidder has made in the Bidder's completed Underutilized Disadvantaged Business Enterprise Utilization Certification. WSDOT Form 422-031 U (Underutilized Disadvantaged Business Enterprise Written Confirmation Document) is to CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 130 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 be used for this purpose. Bidder must submit good faith effort documentation with the Underutilized Disadvantaged Business Enterprise Utilization Certification only in the event the bidder's efforts to solicit sufficient UDBE participation have been unsuccessful. Directions for delivery of the Underutilized Disadvantaged Business Enterprise Written Confirmation Documents and Underutilized Disadvantaged Business Enterprise Good Faith Effort documentation are included in Sections 1-02.9 Delete the last paragraph, and replace it with the following: The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). 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 UDBE 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 UDBE requirements are to be satisfied through such an agreement. The fourth paragraph of Section 1-02.6 is revised to read: (June 1, 2017) The Bidder shall submit with the Bid a completed Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification, when required by the Special Provisions. For each and every UDBE firm listed on the Bidder's completed Underutilized Disadvantaged Business Enterprise Utilization Certification, the Bidder shall submit written confirmation from that UDBE firm that the UDBE is in agreement with the UDBE participation commitment that the Bidder has made in the Bidder's completed Underutilized Disadvantaged Business Enterprise Utilization Certification. WSDOT Form 422 031 U (Underutilized Disadvantaged Business Enterprise Written Confirmation Document) is to be used for this purpose. Bidder must submit good faith effort documentation only in the event the bidder's efforts to solicit sufficient UDBE participation have been unsuccessful. Directions for delivery of the Underutilized Disadvantaged Business Enterprise Written Confirmation Documents and Underutilized Disadvantaged Business Enterprise Good Faith Effort documentation are included in Section 1-02.9. (August 2, 2004) The fifth and sixth paragraphs of Section 1-02.6 are deleted. Add the following new section: 1-02.6(1) Recycled Materials Proposal (January 4, 2016 APWA GSP) The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the project, using the form provided in the Contract Provisions. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 131 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1-02.7 Bid Deposit (March 8, 2013 APWA GSP) Supplement this section with the following: Bid bonds shall contain the following: 1. Contracting Agency -assigned number for the project; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature; 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions. If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 1-02.9 Delivery of Proposal (July 31, 2017 APWA GSP, Option A) Delete this section and replace it with the following: Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. If the project has FHWA funding and requires UDBE Written Confirmation Document(s) or Good Faith Effort (GFE) Documentation, then to be considered responsive, the Bidder shall submit Written Confirmation Documentation from each UDBE firm listed on the Bidder's completed UDBE Utilization Certification, form 272-056U, as required by Section 1-02.6. The UDBE Written Confirmation Document(s) and/or GFE (if any) shall be received either with the Bid Proposal or as a Supplement to the Bid. The document(s) shall be received no later than 24 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. The Bidder shall submit to the Contracting Agency a signed "Certification of Compliance with Wage Payment Statutes" document where the Bidder under penalty of perjury verifies that the Bidder is in compliance with responsible bidder criteria in RCW 39.04.350 subsection (1) (g), as required per Section 1-02.14. The "Certification of Compliance with Wage Payment Statutes" document shall be received either with the Bid Proposal or no later than 24 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 132 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed envelope labeled the same as for the Proposal, with "Supplemental Information" added. All other information required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call for Bids. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. The Contracting Agency will not open or consider any "Supplemental Information" (UDBE confirmations, GFE documentation, or Certification of Compliance with Wage Payment Statutes) that is received after the time specified above, or received in a location other than that specified in the Call for Bids. 1-02.10 Withdrawing, Revising, or Supplementing Proposal (July 23, 2015 APWA GSP) Delete this section, and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 1-02.13 Irregular Proposals (June 20, 2017 APWA GSP) Delete this section and replace it with the following: A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized Proposal form furnished by the Contracting Agency is not used or is altered; C. The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 133 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete an Underutilized Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each UDBE firm listed on the Bidder's completed UDBE Utilization Certification that they are in agreement with the bidder's UDBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j The Bidder fails to submit UDBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bid Proposal does not constitute a definite and unqualified offer to meet the 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. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; C. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (July 31, 2017 APWA GSP, Option B) 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 Supplemental Criteria 1-7 listed in this Section. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence that the Bidder meets Supplemental Criteria 3-7 shall be provided by the Bidder as stated later in this Section. In addition, the Bidder shall submit to the Contracting Agency a signed "Certification of Compliance with Wage Payment Statutes" document where the Bidder under penalty of perjury verifies that the Bidder is in compliance with responsible bidder criteria in RCW 39.04.350 subsection (1)(g). A form appropriate for "Certification of Compliance with Wage Payment Statutes" will be provided by the Contracting Agency in the Bid Documents. The form provided in the Bid Documents shall be submitted with the Bid as stated in Section 1-02.9. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 134 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 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. 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). 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 subcontractors with whom it contracts are also "responsible" subcontractors as defined by RCW 39.06.020. B. Documentation: The Bidder, if and when 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. 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 and when required as detailed below, shall submit a list of the public works projects completed in the three years prior to CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 135 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 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; • 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. 5. 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 and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract. 6. Termination for Cause / Termination for Default 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 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 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. . 7. Lawsuits 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 contracts, 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 contracts, 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 explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 136 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 As evidence that the Bidder meets Supplemental Criteria 3-7 stated above, the apparent low Bidder 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 supplemental criteria 3-7 together with supporting documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with Supplemental Criteria 3-7. The Contracting Agency reserves the right to request further documentation as needed from the low Bidder and documentation from other Bidders as well to assess Bidder responsibility and compliance with all bidder responsibility criteria. 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 consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria. 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 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 is 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 determination. Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or 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: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 137 1 1. A complete statement of the origin, composition, and manufacture of any or all 2 materials to be used, 3 2. Samples of these materials for quality and fitness tests, 4 3. A progress schedule (in a form the Contracting Agency requires) showing the order 5 of and time required for the various phases of the work, 6 4. A breakdown of costs assigned to any bid item, 7 5. Attendance at a conference with the Engineer or representatives of the Engineer, 8 6. Obtain, and furnish a copy of, a business license to do business in the city or county 9 where the work is located. 10 7. Any other information or action taken that is deemed necessary to ensure that the 11 bidder is the lowest responsible bidder. 12 13 14 Award and Execution of Contract 15 16 1-03.1(1) Identical Bid Totals 17 (January 4, 2016 APWA GSP) 18 19 Revise this section to read: 20 21 After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then 22 the tie-breaker will be the Bidder with an equal lowest bid, that proposed to use the 23 highest percentage of recycled materials in the Project, per the form submitted with the 24 Bid Proposal. If those percentages are also exactly equal, then the tie-breaker will be 25 determined by drawing as follows: Two or more slips of paper will be marked as follows: 26 one marked "Winner" and the other(s) marked "unsuccessful'. The slips will be folded to 27 make the marking unseen. The slips will be placed inside a box. One authorized 28 representative of each Bidder shall draw a slip from the box. Bidders shall draw in 29 alphabetic order by the name of the firm as registered with the Washington State 30 Department of Licensing. The slips shall be unfolded and the firm with the slip marked 31 "Winner" will be determined to be the successful Bidder and eligible for Award of the 32 Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest 33 responsive Bid, and with a proposed recycled materials percentage that is exactly equal 34 to the highest proposed recycled materials amount, are eligible to draw. 35 36 37 1-03.3 Execution of Contract 38 (October 1, 2005 APWA GSP) 39 40 Revise this section to read: 41 42 Copies of the Contract Provisions including the unsigned Form of Contract, will be 43 available for signature by the successful bidder on the first business day following award. 44 The number of copies to be executed by the Contractor will be determined by the 45 Contracting Agency. 46 47 Within 10 calendar days after the award date, the successful bidder shall return the 48 signed Contracting Agency -prepared contract, an insurance certification as required by 49 Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before 50 execution of the contract by the Contracting Agency, the successful bidder shall provide 51 any pre -award information the Contracting Agency may require under Section 1-02.15. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 138 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 5 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall: 1. Be on Contracting Agency -furnished form(s); 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 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 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 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). CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 139 1 1-03.7 Judicial Review 2 (July 23, 2015 APWA GSP) 3 4 Revise this section to read: 5 6 Any decision made by the Contracting Agency regarding the Award and execution of the 7 Contract or Bid rejection shall be conclusive subject to the scope of judicial review 8 permitted under Washington Law. Such review, if any, shall be timely filed in the Superior 9 Court of the county where the Contracting Agency headquarters is located, provided that 10 where an action is asserted aqainst a county. RCW 36.01.05 shall control venue and 11 jurisdiction. 12 13 14 Scope of the Work 15 16 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 17 Specifications, and Addenda 18 (March 13, 2012 APWA GSP) 19 20 Revise the second paragraph to read: 21 22 Any inconsistency in the parts of the contract shall be resolved by following this order of 23 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 24 1. Addenda, 25 2. Proposal Form, 26 3. Special Provisions, 27 4. Contract Plans, 28 5. Amendments to the Standard Specifications, 29 6. Standard Specifications, 30 7. Contracting Agency's Standard Plans or Details (if any), and 31 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 32 33 34 Control of Work 35 36 Conformity With And Deviations From Plans And Stakes 37 38 Section 1-05.4 is supplemented with the following: 39 40 (August 7, 2017) 41 Contractor Surveying - Roadway 42 Copies of the Contracting Agency provided primary survey control data are available for 43 the bidder's inspection at the office of the Engineer. 44 45 The Contractor shall be responsible for setting, maintaining, and resetting all alignment 46 stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, 47 surfacing, paving, channelization and pavement marking, illumination and signals, 48 guardrails and barriers, and signing. Except for the survey control data to be furnished 49 by the Contracting Agency, calculations, surveying, and measuring required for setting 50 and maintaining the necessary lines and grades shall be the Contractor's responsibility. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 140 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and at points on the alignments spaced no further than 50 feet. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10 - foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contractor. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 141 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25 -foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. Contractor shall determine if changes are needed to the profiles or roadway sections shown in the Contract Plans in order to achieve proper smoothness and drainage where matching into existing features, such as a smooth transition from new pavement to existing pavement. The Contractor shall submit these changes to the Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: Slope stakes Subgrade grade stakes set 0.04 feet below grade Stationing on roadway Alignment on roadway Surfacing grade stakes CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY Vertical Horizontal ±0.10 feet ±0.10 feet ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) N/A ±0.1 feet N/A ±0.04 feet ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) 142 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Roadway paving pins for surfacing or paving ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet (normal to alignment) The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor. When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor -provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. Payment Payment will be made for the following bid item when included in the proposal: "Roadway Surveying", lump sum. The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordination efforts. 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 143 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 144 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 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 final inspection. 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 145 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute or other correspondence constituting notification required to be furnished under the Contract must be in paper format hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item. Add the following new section: 1-05.18 Record Drawings (March 8, 2013 APWA GSP) The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear and accurate red -lined field revisions on a daily basis, and within 2 business days after receipt of information that a change in Work has occurred. The Contractor shall not conceal any work until the required information is recorded. This Record Drawing set shall be used for this purpose alone, shall be kept separate from other Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be kept on site at the Contractor's field office, and shall be available for review by the Contracting Agency at all times. The Contractor shall bring the Record Drawings to each progress meeting for review. The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a single, experienced, and qualified individual. The quality of the Record Drawings, in terms of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to modify the computer-aided drafting (CAD) Contract Drawings to produce a CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 146 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 complete set of Record Drawings for the Contracting Agency without further investigative effort by the Contracting Agency. The Record Drawing markups shall document all changes in the Work, both concealed and visible. Items that must be shown on the markups include but are not limited to: • Actual dimensions, arrangement, and materials used when different than shown in the Plans. • Changes made by Change Order or Field Order. • Changes made by the Contractor. • Accurate locations of storm sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light standards, vaults, width of roadways, sidewalks, landscaping areas, building footprints, channelization and pavement markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.). If the Contract calls for the Contracting Agency to do all surveying and staking, the Contracting Agency will provide the elevations at the tolerances the Contracting Agency requires for the Record Drawings. When the Contract calls for the Contractor to do the surveying/staking, the applicable tolerance limits include, but are not limited to the following: Making Entries on the Record Drawings: • Use erasable colored pencil (not ink) for all markings on the Record Drawings, conforming to the following color code: • Additions - Red • Deletions - Green • Comments - Blue • Dimensions- Graphite • Provide the applicable reference for all entries, such as the change order number, the request for information (RFI) number, or the approved shop drawing number. • Date all entries. • Clearly identify all items in the entry with notes similar to those in the Contract Drawings (such as pipe symbols, centerline elevations, materials, pipe joint abbreviations, etc.). CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 147 Vertical Horizontal As -built sanitary & storm invert and grate ± 0.01 foot ± 0.01 foot elevations As -built monumentation ± 0.001 foot ± 0.001 foot As -built waterlines, inverts, valves, ± 0.10 foot ± 0.10 foot hydrants As -built pond s/swa les/water features ± 0.10 foot ± 0.10 foot As -built buildings (fin. Floor elev.) ± 0.01 foot ± 0.10 foot As -built gas lines, power, TV, Tel, Com ± 0.10 foot ± 0.10 foot As -built signs, signals, etc. N/A ± 0.10 foot Making Entries on the Record Drawings: • Use erasable colored pencil (not ink) for all markings on the Record Drawings, conforming to the following color code: • Additions - Red • Deletions - Green • Comments - Blue • Dimensions- Graphite • Provide the applicable reference for all entries, such as the change order number, the request for information (RFI) number, or the approved shop drawing number. • Date all entries. • Clearly identify all items in the entry with notes similar to those in the Contract Drawings (such as pipe symbols, centerline elevations, materials, pipe joint abbreviations, etc.). CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 147 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The Contractor shall certify on the Record Drawings that said drawings are an accurate depiction of built conditions, and in conformance with the requirements detailed above. The Contractor shall submit final Record Drawings to the Contracting Agency. Contracting Agency acceptance of the Record Drawings is one of the requirements for achieving Physical Completion. Payment will be made for the following bid item: Record Drawings Lump Sum (Minimum Bid $ 1,000.00) Payment for this item will be made on a prorated monthly basis for work completed in accordance with this section up to 75% of the lump sum bid. The final 25% of the lump sum item will be paid upon submittal and approval of the completed Record Drawings set prepared in conformance with these Special Provisions. A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor must bid at least that amount. Control of Material Section 1-06 is supplemented with the following: Buy America (August 6, 2012) In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American-made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy America requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 148 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350-109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109EF. Approval of Materials Prior to Use Section 1-06.1 is supplemented with the following: (April 3, 2017) For each proposed material that is required to be submitted for approval using either the QPL or RAM process the Contractor will be allowed to submit for approval two material sources or manufacturers per material type at no cost. Additional material sources or manufacturers may be submitted for approval and will be processed at a cost of $125.00 per material source or manufacturer submitted by QPL submittal and $400.00 per material submitted by RAM. All costs for processing additional material sources or manufacturers will be deducted from monies due or that may come due to the Contractor. Subject to a request by the Contractor and a determination by the Engineer the costs for processing may be waived. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 149 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1-06.6 Recycled Materials (January 4, 2016 APWA GSP) Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier). The Contractor's report shall be provided on DOT form 350-075 Recycled Materials Reporting. Legal Relations and Responsibilities to the Public 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall 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). The Contractor shall maintain at the project site office, or other well known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been injured on the project site. Employees should not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the project site. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 150 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1-07.2 State Taxes Delete this section, including its sub -sections, in its entirety and replace it with the following: 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract -related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 151 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). Environmental Regulations Section 1-07.5 is supplemented with the following: (September 20, 2010) Environmental Commitments The following Provisions summarize the requirements, in addition to those required elsewhere in the Contract, imposed upon the Contracting Agency by the various documents referenced in the Special Provision Permits and Licenses. Throughout the work, the Contractor shall comply with the following requirements: (January 7, 2013) Stormwater, dewatering water, or other authorized non-stormwater discharges that has come into contact with pH modifying substances such as concrete rubble, concrete pours or amended soils, need to be maintained between 6.5 — 8.5 standard units (su). If pH exceeds 8.5 su, the Contractor shall immediately discontinue work and initiate treatment to prevent discharges outside the acceptable range from occurring. All neutralization methods used shall be in accordance with the permit. Work may resume once treatment has been implemented and pH of the stormwater or authorized non-stormwater discharge is between 6.5 - 8.5 su or it can be demonstrated that high pH waters will not discharge to surface waters. Stormwater, dewatering water, and other authorized non-stormwater discharges are monitored weekly for compliance with the turbidity benchmark (25 nephelometric turbidity units (ntu)) and the phone reporting trigger value (250 ntu) by the Contracting Agency. When the turbidity benchmark is breached, the best management practices (BMPs) installed on-site are not working adequately and need to be adapted, maintained or more BMPs shall be installed. When the turbidity phone reporting trigger value is breached, immediate action is required in order to lower the turbidity to <25 ntu or to eliminate the discharge. Daily follow-up discharge samples will be collected at all locations where a discharge of 250 ntu or higher was collected unless the discharge was stopped or eliminated. (August 3, 2009) The intentional bypass of stormwater from all or any portion of a stormwater treatment system is prohibited without the approval of the Engineer. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 152 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 (August 3, 2009) Payment All costs to comply with this special provision for the environmental commitments and requirements are incidental to the contract and are the responsibility of the Contractor. The Contractor shall include all related costs in the associated bid prices of the contract. Permits and Licenses Section 1-07.6 is supplemented with the following: (September 20, 2010) The Contracting Agency has obtained the below -listed permit(s) for this project. A copy of the permit(s) is attached as an appendix for informational purposes. All contacts with the permitting agency concerning the below -listed permit(s) shall be through the Engineer. The Contractor shall obtain additional permits as necessary. All costs to obtain and comply with additional permits shall be included in the applicable bid items for the work involved. Copies of these permits are required to be onsite at all times. NAME OF DOCUMENT PERMITTING AGENCY REFERENCE NO. Shoreline Exemption City of Bremerton BP1700049 Load Limits Section 1-07.7 is supplemented with the following: (March 13, 1995) If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. Wages General Section 1-07.9(1) is supplemented with the following: (January 6, 2017) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. WA170001. The State rates incorporated in this contract are applicable to all construction activities associated with this contract. Requirements for Nondiscrimination Section 1-07.11 is supplemented with the following: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 153 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 (August 5, 2013) Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, WA: SMSA Counties: Spokane, WA WA Spokane. Non -SMSA Counties WA Adams; WA Asotin; Lincoln, WA Pend Oreille 2.8 3.0 WA Columbia; WA Ferry; WA Garfield; WA WA Stevens; WA Whitman. Richland, WA SMSA Counties: Richland Kennewick, WA WA Benton; WA Franklin. Non -SMSA Counties WA Walla Walla. Yakima, WA: SMSA Counties: Yakima, WA WA Yakima. Non -SMSA Counties WA Chelan; WA Douglas; CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 154 5.4 3.6 9.7 7.2 WA Grant; WA Kittitas; WA Okanogan. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Seattle, WA: SMSA Counties: Seattle Everett, WA 7.2 WA King; WA Snohomish. Tacoma, WA 6.2 WA Pierce. Non -SMSA Counties 6.1 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA Whatcom. Portland, OR: SMSA Counties: Portland, OR -WA 4.5 WA Clark. Non -SMSA Counties 3.8 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. These goals are applicable to each nonexempt Contractor's total on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, or federally assisted project, contract, or subcontract until further notice. Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, in each construction craft and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goal shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Office of Federal Contract Compliance Programs (OFCCP) within 10 working days of award of any construction subcontract in excess of $10,000 or more that are Federally funded, at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the Subcontractor; employer identification number of the Subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. The notification shall be sent to: U.S. Department of Labor Office of Federal Contract Compliance Programs Pacific Region Attn: Regional Director San Francisco Federal Building 90 — 7t1 Street, Suite 18-300 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 155 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 San Francisco, CA 94103(415) 625-7800 Phone (415) 625-7799 Fax Additional information may be found at the U.S. Department of Labor website: http://www.dol.gov/ofccp/TAguides/ctaguide.htm 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 156 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 157 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunity and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 158 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. Conduct, at least annually, an inventory and evaluation of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor -union, contractor -community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 159 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 reflected in the Contractor's minority and female work -force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 160 1 of requirements for the hiring of local or other area residents (e.g., those under the 2 Public Works Employment Act of 1977 and the Community Development Block Grant 3 Program). 4 5 16. Additional assistance for Federal Construction Contractors on contracts 6 administered by Washington State Department of Transportation or by Local 7 Agencies may be found at: 8 9 Washington State Dept. of Transportation 10 Office of Equal Opportunity 11 PO Box 47314 12 310 Maple Park Ave. SE 13 Olympia WA 14 98504-7314 15 Ph: 360-705-7090 16 Fax: 360-705-6801 17 http://www.wsdot.wa.gov/equalopportunity/default.htm 18 19 (June 1, 2017) 20 Disadvantaged Business Enterprise Participation 21 The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and 22 USDOT's official interpretations (i.e., Questions & Answers) apply to this Contract. 23 Demonstrating compliance with these Specifications is a Condition of Award (COA) of this 24 Contract. Failure to comply with the requirements of this Specification may result in your 25 Bid being found to be nonresponsive resulting in rejection or other sanctions as provided 26 by Contract. 27 28 DBE Abbreviations and Definitions 29 Broker — A business firm that provides a bona fide service, such as professional, 30 technical, consultant or managerial services and assistance in the procurement 31 of essential personnel, facilities, equipment, materials, or supplies required for 32 the performance of the Contract; or, persons/companies who arrange or 33 expedite transactions. 34 35 Certified Business Description — Specific descriptions of work the DBE is 36 certified to perform, as identified in the Certified Firm Directory, under the Vendor 37 Information page. 38 39 Certified Firm Directory — A database of all Minority, Women, and 40 Disadvantaged Business Enterprises, including those identified as a UDBE, 41 currently certified by Washington State. The on-line Directory is available to 42 Contractors for their use in identifying and soliciting interest from DBE firms. The 43 database is located under the Firm Certification section of the Diversity 44 Management and Compliance System web page at: 45 https://wsdot.diversitycompliance.com. 46 47 Commercially Useful Function (CUF) — 49 CFR 26.55(c)(1) defines 48 commercially useful function as: "A DBE performs a commercially useful function 49 when it is responsible for execution of the work of the contract and is carrying 50 out its responsibilities by actually performing, managing, and supervising the 51 work involved. To perform a commercially useful function, the DBE must also be 52 responsible, with respect to materials and supplies used on the contract, for CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 161 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. To determine whether a DBE is performing a commercially useful function, you must evaluate the amount of work subcontracted, industry practices, whether the amount the firm is to be paid under the contract is commensurate with the work it is actually performing and the DBE credit claimed for its performance of the work, and other relevant factors." Contract — For this Special Provision only, this definition supplements Section 1-01.3. 49 CFR 26.5 defines contract as: "... a legally binding relationship obligating a seller to furnish supplies or services (including, but not limited to, construction and professional services) and the buyer to pay for them. For purposes of this part, a lease is considered to be a contract." Disadvantaged Business Enterprise (DBE) — A business firm certified by the Washington State Office of Minority and Women's Business Enterprises, as meeting the criteria outlined in 49 CFR 26 regarding DBE certification. A Underutilized Disadvantaged Business Enterprise (UDBE) firm is a subset of DBE. Force Account Work — Work measured and paid in accordance with Section 1- 09.6. Good Faith Efforts — Efforts to achieve the UDBE COA Goal or other requirements of this part which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the program requirement. Manufacturer (DBE) — A DBE firm that operates or maintains a factory or establishment that produces on the premises the materials, supplies, articles, or equipment required under the Contract. A DBE Manufacturer shall produce finished goods or products from raw or unfinished material or purchase and substantially alters goods and materials to make them suitable for construction use before reselling them. Regular Dealer (DBE) —A DBE firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of a Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a Regular Dealer, the DBE firm must be an established regular business that engages in as its principal business and in its own name the purchase and sale of the products in question. A Regular Dealer in such items as steel, cement, gravel, stone, and petroleum products need not own, operate or maintain a place of business if it both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by long-term formal lease agreements and not on an ad-hoc basis. Brokers, packagers, manufacturers' representatives, or other persons who arrange or expedite transactions shall not be regarded as Regular Dealers within the meaning of this definition. Underutilized Disadvantaged Business Enterprise (UDBE) — A DBE Firm that is underutilized based on WSDOT's Disparity Study. All UDBEs are DBEs. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 162 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 UDBE Commitment — The dollar amount the Contractor indicates they will be subcontracting to be applied towards the UDBE Condition of Award Goal as shown on the UDBE Utilization Certification Form for each UDBE Subcontractor. This UDBE Commitment amount will be incorporated into the Contract and shall be considered a Contract requirement. Any changes to the UDBE Commitment require the Engineer's approval. UDBE Condition of Award (COA) Goal — An assigned numerical amount specified as a percentage of the Contract. Initially, this is the minimum amount that the Bidder must commit to by submission of the Utilization Certification Form and/or by Good Faith Effort (GFE). This is also the minimum required amount of UDBE participation specified as a percentage of the final Contract amount inclusive of all change orders. UDBE COA Goal The Contracting Agency has established a UDBE COA Goal for this Contract in the amount of: *** 4% *** DBE Eligibility/Selection of DBEs In order to determine the distinct element(s) of work for which a DBE is certified, Contractors should refer to the Certified Business Description. The Contractor shall not use NAICS codes on the UDBE Utilization Certification. Crediting DBE Participation Subcontractors proposed as COA must be certified prior to the due date for bids on the Contract. All non-COA DBE Subcontractors shall be certified before the subcontract on which they are participating is executed. Be advised that although a firm is listed in the Certified Firm Directory, there are cases where the listed firm is in a temporary suspension status. The Contractor shall review the OMWBE Suspended DBE Firms list. A DBE firm that is included on this list may not enter into new contracts that count towards participation. DBE participation is only credited upon payment to the DBE. The following are some definitions of what may be counted as DBE participation. DBE Prime Contractor Only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces and is certified to perform. DBE Subcontractor Only take credit for that portion of the total dollar value of the subcontract that is equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces. The value of work performed by the DBE includes the cost of supplies and materials purchased by the DBE and equipment leased by the DBE, for its work on the contract. Supplies, materials or equipment obtained by a DBE that are not utilized or incorporated in the contract work by the DBE will not be eligible for DBE credit. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 163 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The supplies, materials, and equipment purchased or leased from the Contractor or its affiliate, including any Contractor's resources available to DBE subcontractors at no cost, shall not be credited. DBE credit will not be given in instances where the equipment lease includes the operator. The DBE is expected to operate the equipment used in the performance of its work under the contract with its own forces. Situations where equipment is leased and used by the DBE, but payment is deducted from the Contractor's payment to the DBE is not allowed. When the subcontractor is part of a UDBE Commitment, the following apply: 1. If a UDBE subcontracts a portion of the Work of its contract to another firm, the value of the subcontracted Work may be counted toward the UDBE COA Goal only if the Lower -Tier Subcontractor is also a UDBE. 2. Work subcontracted to a Lower -Tier Subcontractor that is a DBE, but not a UDBE, may be counted as DBE race -neutral participation but not counted toward the UDBE COA Goal. 3. Work subcontracted to a non -DBE does not count towards the UDBE COA Goal nor DBE participation. DBE Subcontract and Lower Tier Subcontract Documents There must be a subcontract agreement that complies with 49 CFR Part 26 and fully describes the distinct elements of Work committed to be performed by the DBE. The subcontract agreement shall incorporate requirements of the primary Contract. Subcontract agreements of all tiers, including lease agreements shall be readily available at the project site for the Engineer's review. DBE Service Provider The value of fees or commissions charged by a DBE Broker, a DBE behaving in a manner of a Broker, or another service provider for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance specifically required for the performance of the contract will only be credited as DBE participation, if the fee/commission is determined by the Contracting Agency to be reasonable and the firm has performed a CUF. Force Account Work When the Contractor elects to utilize force account Work to meet the UDBE COA Goal, as demonstrated by listing this force account Work on the UDBE Utilization Certification Form, for the purposes of meeting UDBE COA Goal, only 50% of the Proposal amount shall be credited toward the Contractors Commitment to meet the UDBE COA Goal. One hundred percent of the actual amounts paid to the DBE for the force account Work shall be credited towards UDBE COA Goal or DBE participation. Temporary Traffic Control If the DBE firm is being utilized in the capacity of only "Flagging", the DBE firm must provide a Traffic Control Supervisor (TCS) and flagger, which are under CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 164 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 the direct control of the DBE. The DBE firm shall also provide all flagging equipment (e.g. paddles, hard hats, and vests). If the DBE firm is being utilized in the capacity of "Traffic Control Services", the DBE firm must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels, signs, etc.) and be in total control of all items in implementing the traffic control for the project. In addition, if the DBE firm utilizes the Contractor's equipment, such as Transportable Attenuators and Portable Changeable Message Signs (PCMS) no DBE credit can be taken for supplying and operating the items. Trucking DBE trucking firm participation may only be credited as DBE participation for the value of the hauling services, not for the materials being hauled unless the trucking firm is also certified as a supplier. In situations where the DBE's work is priced per ton, the value of the hauling service must be calculated separately from the value of the materials in order to determine DBE credit for hauling The DBE trucking firm must own and operate at least one licensed, insured and operational truck on the contract. The truck must be of the type that is necessary to perform the hauling duties required under the contract. The DBE receives credit for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. The DBE may lease additional trucks from another DBE firm. The trucking Work subcontracted to any non -DBE trucking firm will not receive credit for Work done on the project. The DBE may lease trucks from a non -DBE truck leasing company, but can only receive credit towards DBE participation if the DBE uses its own employees as drivers. DBE credit for a truck broker is limited to the fee/commission that the DBE receives for arranging transportation services. Truck registration and lease agreements shall be readily available at the project site for the Engineer review. When Trucking is a UDBE Commitment, the following apply: 1. If the trucking firm is a UDBE, participation may count towards the UDBE COA Goal. 2. The Work that a UDBE trucking firm performs with trucks it leases from other certified UDBE trucking firms qualify for 100% credit towards the UDBE COA Goal. 3. The UDBE may lease trucks from a non-UDBE truck leasing company, but can only receive credit towards UDBE participation if the UDBE uses its own employees as drivers. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 165 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 DBE Manufacturer and DBE Regular Dealer One hundred percent (100%) of the cost of the manufactured product obtained from a DBE manufacturer can count as DBE participation. If the DBE manufacturer is a UDBE, participation may count towards the UDBE COA Goal. Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular Dealer may be credited as DBE Participation. If the role of the DBE Regular Dealer is determined to be that of a pass-through, then no DBE credit will be given for its services. If the role of the DBE Regular Dealer is determined to be that of a Broker, then DBE credit shall be limited to the fee or commission it receives for its services. Regular Dealer status and the amount of credit is determined on a Contract -by -Contract basis. If the DBE regular dealer is a UDBE, participation may count towards the UDBE COA Goal. Regular Dealer DBE firms, including UDBEs must be approved before being used on a project. The WSDOT Approved Regular Dealer list published on WSDOT's Office of Equal Opportunity (OEO) web site must include the specific project for which approval is being requested. For purposes of the UDBE COA Goal participation, the Regular Dealer must submit the Regular Dealer Status Request form a minimum of five days prior to bid opening. Purchase of materials or supplies from a DBE which is neither a manufacturer nor a regular dealer, (i.e. Broker) only the fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, can count as DBE participation provided the fees are not excessive as compared with fees customarily allowed for similar services. Documentation will be required to support the fee/commission charged by the DBE. The cost of the materials and supplies themselves cannot be counted toward as DBE participation. Note: Requests to be listed as a Regular Dealer will only be processed if the requesting firm is a material supplier certified by the Office of Minority and Women's Business Enterprises in a NAICS code that falls within the 42XXXX NAICS Wholesale code section. Underutilized Disadvantaged Business Enterprise Utilization The requirements of this section apply to projects with a UDBE COA Goal. To be eligible for award of the Contract, the Bidder shall properly complete and submit an Underutilized Disadvantaged Business Enterprise (UDBE) Utilization Certification with the Bidder's sealed Bid Proposal, as specified in Section 1-02.9 Delivery of Proposal. The Bidder's UDBE Utilization Certification must clearly demonstrate how the Bidder intends to meet the UDBE COA Goal. A UDBE Utilization Certification (WSDOT Form 272-056 EF) is included in your Proposal package for this purpose as well as instructions on how to properly fill out the form. The Bidder is advised that the items listed below when listed in the Utilization Certification must have their amounts reduced to the percentages shown and those reduced amounts will be the amount applied towards meeting the UDBE COA Goal. Force account at 50% Regular dealer at 60% CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 166 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 In the event of arithmetic errors in completing the UDBE Utilization Certification, the amount listed to be applied towards the UDBE COA Goal for each UDBE shall govern and the UDBE total amount shall be adjusted accordingly. Note: The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal submitted that does not contain a UDBE Utilization Certification Form that accurately demonstrates how the Bidder intends to meet the UDBE COA Goal. Underutilized Disadvantaged Business Enterprise Written Confirmation Document(s) The requirements of this section apply to projects with a UDBE COA Goal. The Bidder shall submit an Underutilized Disadvantaged Business Enterprise (UDBE) Written Confirmation Document (completed and signed by the UDBE) for each UDBE firm listed in the Bidder's completed UDBE Utilization Certification submitted with the Bid. Failure to do so will result in the associated participation being disallowed, which may cause the Bid to be determined to be nonresponsive resulting in Bid rejection. The Confirmation Documents provide confirmation from the UDBEs that they are participating in the Contract as provided in the Contractor's Commitment. The Confirmation Documents must be consistent with the Utilization Certification. A UDBE Written Confirmation Document (form No. 422-031 EF) is included in your Proposal package for this purpose. The form(s) shall be received as specified in the special provisions for Section 1-02.9 Delivery of Proposal. It is prohibited for the Bidder to require a UDBE to submit a Written Confirmation Document with any part of the form left blank. Should the Contracting Agency determine that an incomplete Written Confirmation Document was signed by a UDBE, the validity of the document comes into question. The associated UDBE participation may not receive credit. Selection of Successful Bidder/Good Faith Efforts (GFE) The requirements of this section apply to projects with a UDBE COA Goal. The successful Bidder shall be selected on the basis of having submitted the lowest responsive Bid, which demonstrates a good faith effort to achieve the UDBE COA Goal. The Contracting Agency, at any time during the selection process, may request a breakdown of the bid items and amounts that are counted towards the overall contract goal for any of the UDBEs listed on the UDBE Utilization Certification. Achieving the UDBE COA Goal may be accomplished in one of two ways: By meeting the UDBE COA Goal Submission of the UDBE Utilization Certification and supporting UDBE Written Confirmation Document(s) showing the Bidder has obtained enough UDBE participation to meet or exceed the UDBE COA Goal. 2. By documentation that the Bidder made adequate GFE to meet the UDBE COA Goal CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 167 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The Bidder may demonstrate a GFE in whole or part through GFE documentation ONLY IN THE EVENT a Bidder's efforts to solicit sufficient UDBE participation have been unsuccessful. The Bidder must supply GFE documentation in addition to the UDBE Utilization Certification, and supporting UDBE Written Confirmation Document(s). Note: In the case where a Bidder is awarded the contract based on demonstrating adequate GFE, the advertised UDBE COA Goal will not be reduced. The Bidder shall demonstrate a GFE during the life of the Contract to attain the advertised UDBE COA Goal. GFE documentation shall be submitted as specified in Section 1-02.9. The Contracting Agency will review the GFE documentation and will determine if the Bidder made an adequate good faith effort. Good Faith Effort (GFE) Documentation GFE is evaluated when: Determining award of a Contract that has COA goal, 2. When a COA UDBE is terminated and substitution is required, and 3. Prior to Physical Completion when determining whether the Contractor has satisfied its UDBE commitments. 49 CFR Part 26, Appendix A is intended as general guidance and does not, in itself, demonstrate adequate good faith efforts. The following is a list of types of actions, which would be considered as part of the Bidder's GFE to achieve UDBE participation. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases. Soliciting through all reasonable and available means (e.g. attendance at pre-bid meetings, advertising and/or written notices) the interest of all certified UDBEs who have the capability to perform the Work of the Contract. The Bidder must solicit this interest within sufficient time to allow the UDBEs to respond to the solicitation. The Bidder must determine with certainty if the UDBEs are interested by taking appropriate steps to follow up initial solicitations. 2. Selecting portions of the Work to be performed by UDBEs in order to increase the likelihood that the UDBE COA Goal will be achieved. This includes, where appropriate, breaking out contract Work items into economically feasible units to facilitate UDBE participation, even when the Contractor might otherwise prefer to perform these Work items with its own forces. 3. Providing interested UDBEs with adequate information about the Plans, Specifications, and requirements of the Contract in a timely manner to assist them in responding to a solicitation. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 168 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 a. Negotiating in good faith with interested UDBEs. It is the Bidder's responsibility to make a portion of the Work available to UDBE subcontractors and suppliers and to select those portions of the Work or material needs consistent with the available UDBE subcontractors and suppliers, so as to facilitate UDBE participation. Evidence of such negotiation includes the names, addresses, and telephone numbers of UDBEs that were considered; a description of the information provided regarding the Plans and Specifications for the Work selected for subcontracting; and evidence as to why additional agreements could not be reached for UDBEs to perform the Work. b. A Bidder using good business judgment would consider a number of factors in negotiating with subcontractors, including DBE subcontractors, and would take a firm's price and capabilities as well as the UDBE COA Goal into consideration. However, the fact that there may be some additional costs involved in finding and using UDBEs is not in itself sufficient reason for a Bidder's failure to meet the UDBE COA Goal, as long as such costs are reasonable. Also, the ability or desire of a Contractor to perform the Work of a Contract with its own organization does not relieve the Bidder of the responsibility to make Good Faith Efforts. Contractors are not, however, required to accept higher quotes from UDBEs if the price difference is excessive or unreasonable. 4. Not rejecting UDBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Contractor's standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations (for example union vs. non- union employee status) are not legitimate causes for the rejection or non- solicitation of bids in the Contractor's efforts to meet the UDBE COA Goal. 5. Making efforts to assist interested UDBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Contractor. 6. Making efforts to assist interested UDBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. 7. Effectively using the services of available minority/women community organizations; minority/women contractors' groups; local, State, and Federal minority/women business assistance offices; and other organizations as allowed on a case-by-case basis to provide assistance in the recruitment and placement of UDBEs. 8. Documentation of GFE must include copies of each UDBE and non -DBE subcontractor quotes submitted to the Bidder when a non -DBE subcontractor is selected over a UDBE for Work on the Contract. (ref. updated DBE regulations — 26.53(b)(2)(vi) & App. A) Administrative Reconsideration of GFE Documentation A Bidder has the right to request reconsideration if the GFE documentation submitted with their Bid was determined to be inadequate. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 169 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 • The Bidder must request within 48 hours of notification of being nonresponsive or forfeit the right to reconsideration. • The reconsideration decision on the adequacy of the Bidder's GFE documentation shall be made by an official who did not take part in the original determination. • Only original GFE documentation submitted as a supplement to the Bid shall be considered. The Bidder shall not introduce new documentation at the reconsideration hearing. • The Bidder shall have the opportunity to meet in person with the official for the purpose of setting forth the Bidder's position as to why the GFE documentation demonstrates a sufficient effort. • The reconsideration official shall provide the Bidder with a written decision on reconsideration within five working days of the hearing explaining the basis for their finding. Procedures between Award and Execution After Award and prior to Execution, the Contractor shall provide the additional information described below. Failure to comply shall result in the forfeiture of the Bidder's Proposal bond or deposit. A UDBE Bid Item Breakdown is required which shall contain the following information for all UDBEs as shown on the UDBE Utilization Certification: a. Correct business name, federal employee identification number (if available), and mailing address. b. List of all Bid items assigned to each UDBE with a clear description of Work to be performed for each Bid item and the dollar value of the Work to be performed by the UDBE. c. Description of partial items (if any) to be sublet to each UDBE specifying the Work committed under each item to be performed and including the dollar value of the UDBE portion. d. Total amounts shown for each UDBE shall match the amount shown on the UDBE Utilization Certification. A UDBE Bid Item Breakdown that does not conform to the UDBE Utilization Certification or that demonstrates a different amount of UDBE participation than that included in the UDBE Utilization Certification will be returned for correction. 2. A list of all firms who submitted a bid or quote in attempt to participate in this project whether they were successful or not. Include the business name and mailing address. Note: The firms identified by the Contractor may be contacted by the Contracting Agency to solicit general information as follows: age of the firm and average of its gross annual receipts over the past three -years. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 170 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Procedures after Execution Commercially Useful Function (CUF) The Contractor may only take credit for the payments made for Work performed by a DBE that is determined to be performing a CUF. Payment must be commensurate with the work actually performed by the DBE. This applies to all DBEs performing Work on a project, whether or not the DBEs are COA, if the Contractor wants to receive credit for their participation. The Engineer will conduct CUF reviews to ascertain whether DBEs are performing a CUF. A DBE performs a CUF when it is carrying out its responsibilities of its contract by actually performing, managing, and supervising the Work involved. The DBE must be responsible for negotiating price; determining quality and quantity; ordering the material, installing (where applicable); and paying for the material itself. If a DBE does not perform "all" of these functions on a furnish -and -install contract, it has not performed a CUF and the cost of materials cannot be counted toward UDBE COA Goal. Leasing of equipment from a leasing company is allowed. However, leasing/purchasing equipment from the Contractor is not allowed. Lease agreements shall be readily available for review by the Engineer. In order for a DBE traffic control company to be considered to be performing a CUF, the DBE must be in control of its work inclusive of supervision. The DBE shall employ a Traffic Control Supervisor who is directly involved in the management and supervision of the traffic control employees and services. The DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, contract, or project through which the funds are passed in order to obtain the appearance of DBE participation. The following are some of the factors that the Engineer will use in determining whether a DBE trucking company is performing a CUF: • The DBE shall be responsible for the management and supervision of the entire trucking operation for which it is responsible on the contract. The owner demonstrates business related knowledge, shows up on site and is determined to be actively running the business. • The DBE shall with its own workforce, operate at least one fully licensed, insured, and operational truck used on the Contract. The drivers of the trucks owned and leased by the DBE must be exclusively employed by the DBE and reflected on the DBE's payroll. • Lease agreements for trucks shall indicate that the DBE has exclusive use of and control over the truck(s). This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE absolute priority for use of the leased truck. • Leased trucks shall display the name and identification number of the DBE. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 171 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 DBE Utilization Plan The UDBE Bid Item Breakdown is the initial plan for Bid Item work committed to UDBE firms. When a Contractor identifies a change in the plan, an update shall be submitted within 7 calendar days between Execution and Physical Completion. Plan updates shall not make changes to the Commitment or the UDBE Utilization Certification. Joint Checking A joint check is a check between a Subcontractor and the Contractor to the supplier of materials/supplies. The check is issued by the Contractor as payer to the Subcontractor and the material supplierjointly for items to be incorporated into the project. The DBE must release the check to the supplier, while the Contractor acts solely as the guarantor. A joint check agreement must be approved by the Engineer and requested by the DBE involved using the DBE Joint Check Request Form (form # 272-053) prior to its use. The form must accompany the DBE Joint Check Agreement between the parties involved, including the conditions of the arrangement and expected use of the joint checks. The approval to use joint checks and the use will be closely monitored by the Engineer. To receive DBE credit for performing a CUF with respect to obtaining materials and supplies, a DBE must "be responsible for negotiating price, determining quality and quantity, ordering the material, installing and paying for the material itself." The Contractor shall submit DBE Joint Check Request Form for the Engineer approval prior to using a joint check. Material costs paid by the Contractor directly to the material supplier are not allowed. If proper procedures are not followed or the Engineer determines that the arrangement results in lack of independence for the DBE involved, no DBE credit will be given for the DBE's participation as it relates to the material cost. Prompt Payment Prompt payment to all subcontractors shall be in accordance with Section 1- 08.1. Prompt payment requirements apply to progress payments as well as return of retainage. Reporting The Contractor and all subcontractors/suppliers/service providers that utilize DBEs to perform work on the project, shall maintain appropriate records that will enable the Engineer to verify DBE participation throughout the life of the project. Refer to Section 1-08.1 for additional reporting requirements associated with this contract. Changes in COA Work Committed to UDBE The Contractor shall utilize the COA UDBEs to perform the work and supply the materials for which each is committed unless approved by the Engineer. The Contractor shall not be entitled to any payment for work or material completed by the Contractor or subcontractors that was committed to be completed by the COA UDBEs. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 172 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Owner Initiated Changes Where the Engineer makes changes that result in changes to Work that was committed to a COA UDBE. The Contractor may be directed to substitute for the Work in such instances. Contractor Initiated Changes The Contractor cannot reduce the amount of work committed to a COA UDBE without good cause. Reducing UDBE Commitment is viewed as partial UDBE termination, and therefore subject to the termination procedures below. Original Quantity Underruns In the event that Work committed to a UDBE firm as part of the COA underruns the original planned quantities the Contractor may be required to substitute other remaining Work to another UDBE. Contractor Proposed DBE Substitutions Requests to substitute a COA UDBE must be for good cause (see UDBE termination process below), and requires prior written approval of the Engineer. After receiving a termination with good cause approval, the Contractor may only replace a UDBE with another certified UDBE. When any changes between Contract Award and Execution result in a substitution of COA UDBE, the substitute UDBE shall be certified prior to the bid opening on the Contract. UDBE Termination Termination of a COA UDBE (or an approved substitute UDBE) is only allowed in whole or in part with prior written approval of the Engineer. If the Contractor terminates a COA UDBE without the written approval of the Engineer, the Contractor shall not be entitled to credit towards the UDBE COA Goal for any payment for work or material performed/supplied by the COA UDBE. In addition, sanctions may apply as described elsewhere in this specification. The Contractor must have good cause to terminate a COA UDBE. Good cause typically includes situations where the UDBE Subcontractor is unable or unwilling to perform the work of its subcontract. Good cause may exist if: • The UDBE fails or refuses to execute a written contract. • The UDBE fails or refuses to perform the Work of its subcontract in a way consistent with normal industry standards. • The UDBE fails or refuses to meet the Contractor's reasonable nondiscriminatory bond requirements. • The UDBE becomes bankrupt, insolvent, or exhibits credit unworthiness. • The UDBE is ineligible to work on public works projects because of suspension and debarment proceedings pursuant to federal law or applicable State law. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 173 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 The UDBE voluntarily withdraws from the project, and provides written notice of its withdrawal. The UDBE's work is deemed unsatisfactory by the Engineer and not in compliance with the Contract. The UDBE's owner dies or becomes disabled with the result that the UDBE is unable to complete its Work on the Contract. Good cause does not exist if: The Contractor seeks to terminate a COA UDBE so that the Contractor can self -perform the Work. The Contractor seeks to terminate a COA UDBE so the Contractor can substitute another DBE contractor or non -DBE contractor after Contract Award. The failure or refusal of the COA UDBE to perform its Work on the subcontract results from the bad faith or discriminatory action of the Contractor (e.g., the failure of the Contractor to make timely payments or the unnecessary placing of obstacles in the path of the UDBE's Work). Prior to requesting termination, the Contractor shall give notice in writing to the UDBE with a copy to the Engineer of its intent to request to terminate UDBE Work and the reasons for doing so. The UDBE shall have five (5) days to respond to the Contractor's notice. The UDBE's response shall either support the termination or advise the Engineer and the Contractor of the reasons it objects to the termination of its subcontract. When a COA UDBE is terminated, or fails to complete its work on the Contract for any reason, the Contractor shall substitute with another UDBE or provide documentation of GFE. A plan to achieve the COA UDBE Commitment shall be submitted to the Engineer within 2 days of the approval of termination or the Contract shall be suspended until such time the substitution plan is submitted. Decertification When a DBE is "decertified" from the DBE program during the course of the Contract, the participation of that DBE shall continue to count as DBE participation as long as the subcontract with the DBE was executed prior to the decertification notice. The Contractor is obligated to substitute when a DBE does not have an executed subcontract agreement at the time of decertification. Consequences of Non -Compliance Breach of Contract Each contract with a Contractor (and each subcontract the Contractor signs with a Subcontractor) must include the following assurance clause: The Contractor, subrecipient, or Subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 174 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 award and administration of DOT -assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: (1) Withholding monthly progress payments; (2) Assessing sanctions; (3) Liquidated damages; and/or (4) Disqualifying the Contractor from future bidding as non -responsible. Notice If the Contractor or any Subcontractor, Consultant, Regular Dealer, or service provider is deemed to be in non-compliance, the Contractor will be informed in writing, by certified mail by the Engineer that sanctions will be imposed for failure to meet the UDBE COA Commitment and/or submit documentation of good faith efforts. The notice will state the specific sanctions to be imposed which may include impacting a Contractor or other entity's ability to participate in future contracts. Sanctions If it is determined that the Contractor's failure to meet all or part of the UDBE COA Commitment is due to the Contractor's inadequate good faith efforts throughout the life of the Contract, including failure to submit timely, required Good Faith Efforts information and documentation, the Contractor may be required to pay DBE penalty equal to the amount of the unmet Commitment, in addition to the sanctions outlined in Section 1-07.11(5). Payment Compensation for all costs involved with complying with the conditions of this Specification and any other associated DBE requirements is included in payment for the associated Contract items of Work, except otherwise provided in the Specifications. Federal Agency Inspection Section 1-07.12 is supplemented with the following: (January 25, 2016) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1, 2012 and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this Contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor insert the FHWA 1273 and amendments thereto in each Subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each Subcontract requiring the Subcontractors to insert the FHWA 1273 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 175 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 and amendments thereto in any lower tier Subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors and lower tier Subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. Utilities and Similar Facilities Section 1-07.17 is supplemented with the following: (April 2, 2007) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 4, 2016 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer's financial condition. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 176 Utility Owner Representative Phone Number Storm Drainage City of Bremerton Shane Weber, PE 360-473-2354 Water/Sanitary City of Bremerton Ned Lever, PE 360-473-2398 Gas Cascade Natural Gas Sheri Gitthens 360-373-1403 Co. Telephone CenturyLink Ray Jones 360-478-4423 Power Puget Sound Energy Dana -Marie Smith 360-394-6615 Cable Comcast Jim LeCompte 253-896-5688 Fiber Optic Convergence John Stockwell 360-405-1231 Cable Technologies Fiber Optic Kitsap Co PUD Matt Hensen 360-626-7705 Cable 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following: 1-07.18 Insurance (January 4, 2016 APWA GSP) 1-07.18(1) General Requirements A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of not less than A-: VII and licensed to do business in the State of Washington. The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer's financial condition. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 176 1 B. The Contractor shall keep this insurance in force without interruption from the 2 commencement of the Contractor's Work through the term of the Contract and for thirty 3 (30) days after the Physical Completion date, unless otherwise indicated below. 4 5 C. If any insurance policy is written on a claims made form, its retroactive date, and that of 6 all subsequent renewals, shall be no later than the effective date of this Contract. The 7 policy shall state that coverage is claims made, and state the retroactive date. Claims - 8 made form coverage shall be maintained by the Contractor for a minimum of 36 months 9 following the Completion Date or earlier termination of this Contract, and the Contractor 10 shall annually provide the Contracting Agency with proof of renewal. If renewal of the 11 claims made form of coverage becomes unavailable, or economically prohibitive, the 12 Contractor shall purchase an extended reporting period ("tail") or execute another form of 13 guarantee acceptable to the Contracting Agency to assure financial responsibility for 14 liability for services performed. 15 16 D. The Contractor's Automobile Liability, Commercial General Liability and Excess or 17 Umbrella Liability insurance policies shall be primary and non-contributory insurance as 18 respects the Contracting Agency's insurance, self-insurance, or self-insured pool 19 coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the 20 Contracting Agency shall be excess of the Contractor's insurance and shall not contribute 21 with it. 22 23 E. The Contractor shall provide the Contracting Agency and all additional insureds with 24 written notice of any policy cancellation, within two business days of their receipt of such 25 notice. 26 27 F. The Contractor shall not begin work under the Contract until the required insurance has 28 been obtained and approved by the Contracting Agency 29 30 G. Failure on the part of the Contractor to maintain the insurance as required shall 31 constitute a material breach of contract, upon which the Contracting Agency may, after 32 giving five business days' notice to the Contractor to correct the breach, immediately 33 terminate the Contract or, at its discretion, procure or renew such insurance and pay any 34 and all premiums in connection therewith, with any sums so expended to be repaid to the 35 Contracting Agency on demand, or at the sole discretion of the Contracting Agency, 36 offset against funds due the Contractor from the Contracting Agency. 37 38 H. All costs for insurance shall be incidental to and included in the unit or lump sum prices 39 of the Contract and no additional payment will be made. 40 41 1-07.18(2) Additional Insured 42 All insurance policies, with the exception of Workers Compensation, and of Professional 43 Liability and Builder's Risk (if required by this Contract) shall name the following listed 44 entities as additional insured(s) using the forms or endorsements required herein: 45 the Contracting Agency and its officers, elected officials, employees, agents, and 46 volunteers 47 ■ HDR, Inc. 48 The above -listed entities shall be additional insured(s) for the full available limits of liability 49 maintained by the Contractor, irrespective of whether such limits maintained by the 50 Contractor are greater than those required by this Contract, and irrespective of whether the 51 Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits 52 lower than those maintained by the Contractor. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 177 2 For Commercial General Liability insurance coverage, the required additional insured 3 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing 4 operations and CG 20 37 10 01 for completed operations. 5 6 1-07.18(3) Subcontractors 7 The Contractor shall cause each Subcontractor of every tier to provide insurance coverage 8 that complies with all applicable requirements of the Contractor -provided insurance as set 9 forth herein, except the Contractor shall have sole responsibility for determining the limits of 10 coverage required to be obtained by Subcontractors. 11 12 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 13 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by 14 that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 15 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 16 17 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 18 Agency evidence of insurance and copies of the additional insured endorsements of each 19 Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 20 21 1-07.18(4) Verification of Coverage 22 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 23 endorsements for each policy of insurance meeting the requirements set forth herein when 24 the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to 25 demand such verification of coverage with these insurance requirements or failure of 26 Contracting Agency to identify a deficiency from the insurance documentation provided shall 27 not be construed as a waiver of Contractor's obligation to maintain such insurance. 28 29 Verification of coverage shall include: 30 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 31 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 32 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may 33 submit a copy of any blanket additional insured clause from its policies instead of a 34 separate endorsement. 35 3. Any other amendatory endorsements to show the coverage required herein. 36 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy 37 these requirements — actual endorsements must be submitted. 38 39 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 40 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is 41 required on this Project, a full and certified copy of that policy is required when the 42 Contractor delivers the signed Contract for the work. 43 44 1-07.18(5) Coverages and Limits 45 The insurance shall provide the minimum coverages and limits set forth below. Contractor's 46 maintenance of insurance, its scope of coverage, and limits as required herein shall not be 47 construed to limit the liability of the Contractor to the coverage provided by such insurance, 48 or otherwise limit the Contracting Agency's recourse to any remedy available at law or in 49 equity. 50 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 178 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible or self- insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy's deductibles or self-insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor. 1-07.18(5)A Commercial General Liability Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop gap liability, independent contractors, products -completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse or underground property damage. The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's completed operations for at least three years following Substantial Completion of the Work. Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 General Aggregate $2,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury each offence $1,000,000 Stop Gap / Employers' Liability each accident 1-07.18(5)B Automobile Liability Automobile Liability shall cover owned, non -owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements. Such policy must provide the following minimum limit: $1,000,000 Combined single limit each accident 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. Public Convenience and Safety Construction Under Traffic Section 1-07.23(1) is supplemented with the following: (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 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 179 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 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 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. 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 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: Regulatory Posted Speed Distance From Traveled Way Feet 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 (January 5, 2015) Lane closures are subject to the following restrictions: Lane restrictions shall be held to a minimum time and length needed for each operation. If the Engineer determines that the lane restrictions are causing congestion, the Contractor will be required to open all lanes to traffic until congestion is eliminated. Full roadway closures are not allowed. Lane closures will be permitted during the following hours: Tracyton Beach Road Mon 9:00am to Mon 4:00pm Tues 9:00am to Tues 4:00pm CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 180 and Mon 7:00pm to Tues 6:00am and Tues 7:00pm to Wed 6:00am 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Wed 9:00am to Wed 4:00pm Thurs 9:00am to Thurs 4:00pm Fri 9:00am to Fri 4:00pm West Belfair Valley Road and Wed 7:00pm to Thurs 6:00am and Thurs 7:00pm to Fri 6:00am and Fri 7:00pm to Sat 6:00am Mon 9:00am to Mon 4:00pm and Mon 7:00pm to Tues 6:00am Tues 9:00am to Tues 4:00pm and Tues 7:00pm to Wed 6:00am Wed 9:00am to Wed 4:00pm and Wed 7:00pm to Thurs 6:00am Thurs 9:00am to Thurs 4:00pm and Thurs 7:00pm to Fri 6:00am Fri 9:00am to Fri 4:00pm and Fri 7:00pm to Sat 6:00am Special events that generate increased traffic volumes through the work area may occur during the life of this project. Lane restrictions may be denied if severe traffic congestion is expected. Miscellaneous scheduled special events are as follows: City of Bremerton Kitsap Water Trails Festival June 23-24, 2018 There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights or sirens. The Contractor shall alert flaggers and personnel of this requirement. If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. Lane closures are not allowed on any of the following: 1. A holiday, 2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. A holiday weekend includes Saturday, Sunday, and the holiday. 3. After*** 12:01 am ***on the day prior to a holiday or holiday weekend, and 4. Before*** 12:01 am ***on the day after the holiday or holiday weekend. 1-07.24 Rights of Way (July 23, 2015 APWA GSP) Delete this section and replace it with the following: Street Right of Way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 181 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 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. 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. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 182 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Add the following new section: 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work. The Contractor shall prepare and submit at the preconstruction conference the following: 1. A breakdown of all lump sum items; 2. A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. Add the following new section: 1-08.0(2) Hours of Work (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal working hours stated above, the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference. All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for consideration. This request shall state what hours are being requested, and why. Requests shall be submitted for review no later than 2 prior to the day(s) the Contractor is requesting to change the hours. If the Contracting Agency approves such a deviation, such approval may be subject to certain other conditions, which will be detailed in writing. For example: 1. On non -Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight -time costs for Contracting Agency representatives who worked during such times. (The Engineer may require designated representatives to be present during the work. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 183 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 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 or third party consultants when, in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3. Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll Subcontracting Section 1-08.1 is supplemented with the following: (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004 EF) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421-012 EF), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal -aid Projects (Form 420-004 EF). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit for the same time period. 1-08.3(2)B Type A Progress Schedule (March 13, 2012 APWA GSP) Revise the first paragraph to read: The Contractor shall submit 3 copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 184 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. 1-08.4 Prosecution of Work Delete this section and replace it with the following: 1-08.4 Notice to Proceed and Prosecution of Work (July 23, 2015 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1-08.5 Time for Completion (September 12, 2016 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and any partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 185 1 2 3 4 5 6 7 .11 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (per Section 1-07.9(5)). b. Material Acceptance Certification Documents c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors f. Property owner releases per Section 1-07.24 Section 1-08.5 is supplemented with the following: (March 13, 1995) This project shall be physically completed within *** 60 *** working days. 1-09 MEASUREMENT AND PAYMENT 1-09.2(1) General Requirements for Weighing Equipment (July 23, 2015 APWA GSP, Option 2) Revise item 4 of the fifth paragraph to read: 4. Test results and scale weight records for each day's hauling operations are provided to the Engineer daily. Reporting shall utilize WSDOT form 422-027, Scaleman's Daily Report, unless the printed ticket contains the same information that is on the Scaleman's Daily Report Form. The scale operator must provide AM and/or PM tare weights for each truck on the printed ticket. 1-09.2(5) Measurement (May 2, 2017 APWA GSP) Revise the first paragraph to read: Scale Verification Checks — At the Engineer's discretion, the Engineer may perform verification checks on the accuracy of each batch, hopper, or platform scale used in weighing contract items of Work. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 186 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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. Payments 1-09.9 Payments (March 13, 2012 APWA GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. The 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 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 progress 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 determination. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 187 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 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 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable performance or 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 Payments (March 13, 2012 APWA GSP) Supplement this section with the following: Lump sum item breakdowns are not required when the bid price for the lump sum item is less than $20,000. Retainage Section 1-09.9(1) content and title is deleted and replaced with the following: (June 27, 2011) Vacant 1-09.11(3) Time Limitation and Jurisdiction (July 23, 2015 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.05 shall control venue and jurisdiction. The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1-09.13(3) Claims $250,000 or Less CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 188 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 (October 1, 2005 APWA GSP) Delete this section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration (July 23, 2015 APWA GSP) Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency's headquarters is located, provided that where claims subject to arbitration are asserted against a county. RCW 36.01.05 shall control venue and jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. Temporary Traffic Control Traffic Control Management General Section 1-10.2(1) is supplemented with the following: (January 3, 2017) Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers -Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 12545135 1h Ave. NE Kirkland, WA 98034-8709 1-800-521-0778 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 189 1 2 3 4 5 6 7 8 9 10 Measurement Item Bids With Lump Sum for Incidentals Section 1-10.4(2) is supplemented with the following: (August 2, 2004) The proposal does not contain the item "Project Temporary Traffic Control", lump sum. The provisions of Section 1-10.4(2) shall apply. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 190 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Division 5 Surface Treatments and Pavements Hot Mix Asphalt Construction Requirements 5-04.3(4)C Pavement Repair This section is revised to read: The Contractor shall mark in the field locations of pavement repair for Engineer approval prior to sawcutting or grinding. Excavate pavement repair areas and backfill these with crushed surfacing base course and HMA in accordance with the details shown in the Plans and as staked. Conduct the excavation operations in a manner that will protect the pavement that is to remain. Repair pavement not designated to be removed that is damaged as a result of the Contractor's operations to the satisfaction of the Engineer at no cost to the Contracting Agency. Excavate only within one lane at a time unless approved otherwise by the Engineer. Do not excavate more area than can be completely backfilled and compacted during the same shift. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.00 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, sawcut the perimeter of the pavement area to be removed unless the pavement in the pavement repair area is to be removed by a pavement grinder. Excavated materials shall be the property of the Contractor and shall be disposed of in a Contractor -provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Apply a heavy application of tack coat to all surfaces of existing pavement in the pavement repair area, in accordance with Section 5-04.3(4). Place the crushed surfacing base course or HMA backfill in lifts not to exceed 0.35 -foot compacted depth. Thoroughly compact each lift by a mechanical tamper or a roller. 5-04.3(7)A2 Statistical or Nonstatistical Evaluation Delete this section and replace it with the following: 5-04.3(7)A2 Nonstatistical Evaluation (January 16, 2014 APWA GSP) Mix designs for HMA accepted by Nonstatistical evaluation shall; • Be submitted to the Project Engineer on WSDOT Form 350-042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2) and 9-03.8(6). • Have anti -strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti -strip and CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 191 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 aggregate source compatibility from WSDOT lab testing. Anti -strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; The proposed mix design indicated on a WSDOT mix design/anti-strip report that is within one year of the approval date The proposed HMA mix design submittal (Form 350-042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L -A -B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. 5-04.3(8)A1 General (January 16, 2014 APWA GSP) Delete this section and replace it with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9-03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 192 1 5-04.3(8)A4 Definition of Sampling Lot and Sublot 2 (January 16, 2014 APWA GSP) 3 4 Section 5-04.3(8)A4 is supplemented with the following: 5 6 For HMA in a structural application, sampling and testing for total project quantities less than 7 400 tons is at the discretion of the engineer. For HMA used in a structural application and 8 with a total project quantity less than 800 tons but more than 400 tons, a minimum of one 9 acceptance test shall be performed: 10 i. If test results are found to be within specification requirements, additional 11 testing will be at the engineers discretion. 12 ii. If test results are found not to be within specification requirements, additional 13 testing as needed to determine a CPF shall be performed. 14 15 5-04.3(8)A5 Test Results 16 (January 16, 2014 APWA GSP) 17 18 The first paragraph of this section is deleted. 19 20 5-04.3(8)A6 Test Methods 21 (January 16, 2014 APWA GSP) 22 23 Delete this section and replace it with the following: 24 25 Testing of HMA for compliance of Va will beat the option of the Contracting Agency. If tested, 26 compliance of Va will be use WSDOT Standard Operating Procedure SOP 731. Testing for 27 compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for 28 compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 29 30 5-04.5 Payment 31 32 The sixth paragraph of this section is revised to read: 33 34 "Pavement Repair Excavation Incl. Haul", per square yard. 35 The unit Contract price per square yard for "Pavement Repair Excavation Incl. Haul" shall 36 be full payment for all costs incurred to perform the Work described in Section 5-04.3(4)C 37 with the exception, however, that all costs involved in the placement of crushed surfacing 38 base course shall be included in the unit Contract price per ton for "Crushed Surfacing Base 39 Course", per ton and placement of HMA shall be included in the unit Contract price per ton 40 for "HMA for Pavement Repair Cl. PG ", per ton. 41 42 Add the following new section: 43 5-06 High Friction Surface Treatment 44 45 5-06.1 Description 46 This work shall consist of furnishing and applying polymeric resin binder and calcined 47 bauxite aggregate on pavement surfaces to provide a High Friction Surface Treatment. 48 49 5-06.2 Materials 50 A. Polymeric Resin Binder CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 193 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 The polymeric resin binder shall consist of a two part thermosetting polymer resin compound which holds the aggregate firmly in position, and conforms to the requirements in Table 1. TABLE 1 - POLYMER BINDER REOUIREMENTS Property Requirement Test Method Viscosity 7-30 poises ASTM D 2556 Gel Time 10 minutes min. ASTM C 881 Compressive Strength 1000 psi min 3 hrs, 5,000 psi min at 7 days ASTM C 579 Ultimate Tensile Strength 2,000- 5,000 psi ASTM D 638 Elongation at break point 30 percent min. ASTM D 638 Adhesive strength @ 24 hours 250 psi min ASTM C 1583 Water Absorption 1.0 percent max. ASTM D 570 Cure Rate (dry time) 3 hours max ASTM D 1640 Durometer Hardness 60-80 ASTM D 2240 Provide a certified copy of an independent laboratory's complete test results documenting that the polymer binder meets the requirements of this section to the Engineer. B. Aggregate Surface Topping: The aggregate topping shall be calcined bauxite consisting of 1-3 mm gradation. The calcined bauxite aggregate shall meet the requirements in Table 2. The aggregate shall be clean, dry, and free from foreign matter. The aggregate will be delivered to the construction site in appropriate packaging that is clearly labeled which protects the aggregate from any contaminates on the jobsite and from exposure to rain or other moisture. TART F 9 - Arnnrannte RP_nijirPmPntz Property Requirements Test Methods Aggregate Abrasion Value 20% max AASHTO T-96 Aggregate Grading No. 4 Sieve Size 100% min passing AASHTO T-27 No. 6 Sieve Size 95% min passing AASHTO T-27 No. 16 Sieve Size 5% max passing AASHTO T-27 Moisture Content 10.2% max I AASHTO T-255 Aluminum Oxide 87% min I ASTM C-25 5-06.3 Construction Requirements Personnel shall be thoroughly trained in the safe handling of materials in accordance with the Manufacturer's recommendations. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 194 1 5-06.3(1) Storage of Materials 2 Store the materials in a clean, dry environment and in accordance with the 3 manufacturer's recommendations. Do not expose the aggregate to rain, or 4 moisture. Provide to the Engineer a copy of the Material Safety Data Sheet 5 (MSDS), Product Data Sheet, and other information from the manufacturer 6 pertaining to the safe practices for the storage, handling, and disposal of the 7 materials, and to their health hazards. 8 accordance with the manufacturer's recommendations. Do not apply the 9 5-06.3(2) Application Conditions 10 Do not apply the binder on a wet surface or when the ambient temperature is 11 below 55°F or when the anticipated weather conditions would prevent the 12 proper application of the surface treatment as determined by the Engineer. The 13 HFST materials shall not be placed when rain is forecasted within 24 hours of 14 application, or when the anticipated weather conditions or pavement surface 15 temperature could prevent the proper application of the surface treatment in 16 accordance with the manufacturer's recommendations. Do not apply the 17 binder to an asphalt pavement that has not cured for at least 30 calendar days. 18 Allow the treatment to cure in accordance with polymer resin manufacturer 19 5-06.3(3) Surface Preparation 20 Utilities, drainage structures, curbs and any other structures within oradjacent 21 to the treatment location shall be protected from the application of the surface 22 treatment materials. CviGtinn pavement mark'RgG shall he GGVered with tape 23 Addendum 1 24 25 Surfaces shall be mechanically swept clean and be dry, and free of all dust, oil, 26 debris and any other material that might interfere with the bond between the 27 polymer resin binder material and existing surfaces. 28 "wet" polymer binder with aggregate is necessary to achieve a uniform surface. 29 5-06.3(4) Binder Application 30 Mix the binder materials proportionately in accordance with the manufacturer's 31 recommended ratio. Apply the binder onto a prepared pavement surface 32 resulting in an application rate of 3.5 square yards per gallon with a uniform 33 thickness of 60 mils. 34 Allow the treatment to cure in accordance with polymer resin manufacturer 35 5-06.3(5) Aggregate Application 36 Ensure that immediately after placing the polymer binder; the aggregate is 37 applied at a rate of 12-15 pounds per square yard. Complete coverage of the 38 "wet" polymer binder with aggregate is necessary to achieve a uniform surface. 39 No exposed wet spot will be visible once the aggregate is placed. It is the 40 responsibility of the installers to ensure full embedment of the calcined bauxite 41 aggregate. Immediately cover any wet spots of excess polymer with aggregate 42 prior to the gelling of the polymer resin. 43 44 Allow the treatment to cure in accordance with polymer resin manufacturer 45 recommendations. Perform two separate clean up processes by removing the 46 excess aggregate using a vacuum sweeper. Perform initial clean up before 47 opening to traffic. The excess aggregate can be reused provided the 48 reclaimed aggregate is clean, uncontaminated and dry. Perform a secondary 49 clean up 3 to 5 days after construction. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 195 2 5-0.6.4 Measurement 3 High Friction Surface Treatment will be measured by the square yard. 4 5 5-06.5 Payment 6 Payment will be made in accordance with Section 1-04.1 for the following bid item 7 included in the proposal: 8 9 "High Friction Surface Treatment', per square yard. 10 The unit contract price per square yard for "High Friction Surface Treatment shall be full 11 pay for all labor tools, materials and equipment necessary to complete the work in 12 accordance with these requirements, including surface preparation, vacuum sweeping, 13 and the installation and removal of temporary pavement markings. 14 15 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 196 1 Division 7 2 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and 3 Conduits 4 5 Storm Sewers 6 7 Construction Requirements 8 9 7-04.3(1) Cleaning and Testing 10 11 7-04.3(1)A General 12 13 Section 7-04.3(1)A is supplemented with the following: 14 15 For the convenience of the Contractor the Plans show approximate locations of various 16 existing utilities and other obstructions. This information, if shown, has been obtained from 17 best available records without excavating and cannot be guaranteed accurate. The 18 Contractor shall diligently check for interferences with existing utilities ahead of his or her 19 work including exploration in advance of excavation. 20 21 The Contractor is further alerted to the provisions of RCW 19.122 and his or her 22 responsibilities by performing excavation required by the Contract Documents and 23 Standard Specifications. 24 25 Section 7-04.3(1) is supplemented with the following: 26 27 7-04.3(1)G Flushing 28 29 Water for flushing will be made available by the City at no expense to the Contractor. The 30 Contractor will be required to obtain a hydrant meter and post the refundable deposit. 31 32 The Contractor shall ensure that debris is not passed through to the existing system. 33 34 Prior to inspection and acceptance of storm drainage work, pipes and storm drain structures 35 shall be cleaned and flushed. Any obstructions within the storm drain system (such as 36 rubble, mortar and debris) shall be removed at nearest structure. This work shall be 37 performed in accordance with Section 7-07 Cleaning Existing Drainage Structures of the 38 Standard Specifications. 39 40 7-04.3(1)H Television Inspection 41 42 Contractor shall internally inspect all storm lines after installation with a tracked, swivel - 43 head television camera. Provide the City of Bremerton with a DVD or thumb drive 44 containing the inspection and an inspection record of the entire length of constructed storm 45 line. The camera shall be stopped at each joint and the camera head swiveled to directly 46 view the full circumference of each joint. Contractor shall correct any defects noted during 47 the inspection and then re -inspect after the corrections have been completed. The 48 Contractor shall bear all costs incurred in correcting any deficiencies found during the 49 television inspections. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 197 2 3 4 5 6 7 8 9 10 11 12 13 The official television inspection shall be performed after trench compaction is completed, but no later than 1 week prior to paving. 7-04.5 Payment The second paragraph of Section 7-04.5 shall be revised to read: The unit Contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all Work to complete the installation, including adjustment of inverts to manholes, cleaning, flushing, and television inspection. 14 Manholes, Inlets, Catch Basins, and Drywells 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 7-05.2 Materials Section 7-05.2 is supplemented with the following: Vaned Grate shall be per City of Bremerton Standard Detail 4011. 7-05.3 Construction Requirements Section 7-05.3 is supplemented with the following: Unless otherwise directed by the Engineer, catch basins and manholes constructed with precast base sections or cast -in-place sections shall be placed to grade upon 12 inches (minimum depth) of crushed surfacing material. All costs associated with this item shall be included in the unit price bid for the structure to be constructed. Special care shall be taken to see that the openings through which pipes enter the structures are completely and firmly packed full of non -shrink grout to ensure watertightness. All pipe stubs, section joints, pick holes, and adjustment sections shall be sealed watertight from both the interior and exterior prior to backfilling. This shall be accomplished by mortaring, and applying an additional sealing material to the cured mortar. Just patching to stop infiltration on the interior of the structure will not be allowed. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be seated in grout placed on the top course. A 3/8 -inch -thick mortar lining shall be installed inside and out of the adjustment section to provide a smooth, watertight finish. All catch basins shall be installed with a minimum 4 inch riser/adjustment section between the top slab/catch basin body and the frame and grate/ring and cover, where possible. Catch Basin Type 1 shall be installed per Bremerton Standard Detail 4002. Add the following section: CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 198 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 7-05.3(5) Connections to Existing Storm Structure The locations, type, and size of the existing catch basins and storm lines have been determined from available records, and are approximate; however, it is anticipated that connections to these existing facilities may be made, in general, as shown on the Plans. It shall be the responsibility of the Contractor to determine the exact location and ascertain the type and size of the existing facilities prior to starting work on each connection, and to provide any alterations, as required at no additional cost to the City. The Contractor shall clean and re -grout existing manholes and catch basins at structures where connections are made. This Work will also include sealing existing penetrations in existing storm structures, watertight, at locations where existing pipes are being removed. When connecting to a concrete vault, manhole, or Type 2 catch basin, openings must be core drilled, unless an existing knockout is available. Connections shall be made with watertight rubber boots, sand collars, manhole adapter, or other approved watertight connections, except for concrete, ductile iron or corrugated metal pipe. For concrete, ductile iron, or corrugated metal pipe the connections shall be made with non -shrink Portland cement grout to make a watertight fit. 7-05.5 Payment Revise the second paragraph of Section 7-05.5 to read: All costs associated with furnishing and installing gravel backfill for bedding manholes, inlets and catch basins, testing, cleaning and grouting to provide a water -tight seal shall be included in the unit Contract price for the item installed. Insert the following paragraph after the second paragraph of Section 7-05.5: Connecting existing pipes to the new structures shall be included in the per each unit price for each structure, and shall not be measured for separate payment. Cleaning Existing Drainage Structures 7-07.5 Payment Section 7-07.5 is revised to read: Cleaning of existing structures within the work zone shall be included in the unit Contract prices for the various Bid items in this Contract. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 199 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Division 8 Miscellaneous Construction Guardrail Construction Requirements 8-11.3(1) Beam Guardrail Section 8-11.3(1) is supplemented with the following: 8-11.3(1)1 Potholing Known existing underground utilities are shown in the Plans. The Contractor shall identify possible conflict locations with the guardrail post installation and prepare a potholing plan to verify depth and location of the utility prior to guardrail installation. The potholing plan shall, at a minimum, include the number, location, and type of utility to be potholed. This plan shall be submitted to the Engineer for approval prior to potholing. The Contractor shall notify the Engineer of any conflicts and provide location, depth, size, and type of conflict, so that design modifications can be made to avoid damages to existing utilities. 8-11.3(1)J Connection to Existing Guardrail Where shown on the plans, the Contractor shall connect new guardrail to existing guardrail. This may require the removal of rail, cable elements, hardware, and terminal sections of the existing guardrail terminals. Removed items shall be salvaged and delivered to the City of Bremerton, except the terminal and hardware on Tracyton Beach Rd, near station "TB" 28+63, Lt. These items are to be delivered to Kitsap County Public Works. The Contractor shall coordinate delivery with the respective points of contact below: Colen Corey City of Bremerton Office -360-473-5838 Cell -360-265-9261 Jeff Shea, PE, County Traffic Engineer Kitsap County Public Works 360-337-7035 Measurement Section 8-11.4 is supplemented with the following: Potholing will be measured per each pothole location excavated on the approved potholing plan. Payment Section 8-11.5 is supplemented with the following: "Potholing", per each. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 200 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 The unit contract price per each for "Potholing" shall be full pay for all labor tools, materials and equipment necessary to complete the work in accordance with these requirements, including excavating, backfilling, compacting, surfacing, traffic control, and all other costs involved with this work. No separate payment shall be made for connecting to existing guardrail. Costs incurred for removing and disposing of rail, hardware, terminal sections, and other elements and all other costs involved with this work shall be incidental to the other items in this section. Pavement Markings 8-22.2 Materials The first sentence of Section 8-22.2 is revised to read: Material for pavement marking shall be plastic Type A meeting the requirements of Section 9-34. CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 201 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Appendices (January 2, 2012) The following appendices are attached and made a part of this contract: *** APPENDIX A: Technical Memorandum RE: Geotechnical Engineering Services, Tracyton Beach Road NW Innovative Safety Project, Bremerton, Washington, Project No. 122044.010.011, Landau Associates, June 8, 2017, Page 1 through Page 7. APPENDIX B: Federal Aid Provisions FHWA-1273, Required Contract Provisions Federal -Aid Construction Contracts, Revised May 1, 2012, Page 1 through Page 12. APPENDIX C: Prevailing Wage Rates for Public Works Contracts, Washington State Department of Labor & Industries, Effective February 1, 2017, Page 1 through Page 35. APPENDIX D: Davis -Bacon Act Wage Determination, General Decision Number WA170001, June 16, 2017, Page 1 through Page 37. APPENDIX E: Shoreline Exemption BP17 00049, 1 Page, Approved July 17, 2017. *** (August 7, 2017) Standard Plans The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21- 01 transmitted under Publications Transmittal No. PT 16-048, effective August 7, 2017 is made a part of this contract. The Standard Plans are revised as follows: A-30.15 DELETED A-40.10 Section View, PCCP to HMA Longitudinal Joint, callout, was - "Sawed Groove - Width 3/16" (IN) MIN. to 5/16" (IN) MAX. - Depth 1" (IN) MIN. - see Std. Spec. 5-04.3(12)B" is revised to read; "Sawed Groove - Width 3/16" (IN) MIN. to 5/16" (IN) MAX. - Depth 1" (IN) MIN. - see Std. Spec. Section 5-04.3(12)A2" A-50.10 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C -14a is revised to C-70.10 A-50.20 Sheet 2 of 2, Plan, with Anchored Barrier, reference C-1 4a is revised to C-70.10 A-50.30 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 202 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Sheet 2 of 2, Plan (top), reference C -14a is revised to C-70.10 A-60.30 Note 4, was — "If the ACP and membrane is to be removed from the bridge deck, see GSP 023106 for deck preparation before placing new membrane." Is revised to read; "If the ACP and membrane is to be removed from the bridge deck, see GSP 6- 02.3(10)D.OPT6.GB6 for deck preparation before placing new membrane." B-10.20 Substitute "step" in lieu of "handhold" on plan B-25.20 Note 4, was — "Bolt -Down capability is required on all frames, grates and covers, unless specified in the Contract. Provide two holes in the Frame that are vertically aligned with the grate slots. The frame shall accept the 5/8" x 11 NC x 2" allen head cap screw by being tapped, or other approved mechanism. The location of bolt -down holes varies among manufacturers. See BOLT -DOWN DETAIL, Standard Plan B-30.10. Is revised to read; "Bolt -Down capability is required on all frames, grates and covers, unless specified otherwise in the Contract. Provide 2 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC x 2" (in) Allen head cap screw by being tapped, or other approved mechanism. The location of bolt -down holes varies by manufacturer." See BOLT -DOWN DETAIL, Standard Plan B-30.10. Add Note 7. See Standard Specification Section 8-04 for Curb and Gutter requirements B-30.70 Note 2, was — "Bolt -Down capability is required on all frames, grates and covers, unless specified otherwise in the Contract. Provide 3 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 5/8" -1 NC x 2" Allen head cap screw by being tapped, or other approved mechanism. Location of bolt down holes varies by manufacturer." Is revised to read; "Bolt -Down capability is required on all frames, grates and covers, unless specified otherwise in the Contract. Provide 3 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC x 2" (in) Allen head cap screw by being tapped, or other approved mechanism. Location of bolt -down holes varies by manufacturer." RING PLAN, callout, was — "DRILL AND TAP 5/8" — 11 NC HOLE FOR 1 1/2" X 5/8" STAINLESS STEEL SOCKET HEAD CAP SCREW (TYR)" is revised to read; "SEE NOTE 2" B-90.40 Valve Detail - DELETED C -16b DELETED C-22.14 Note 3, formula, was: "Elevation G = (Elevation S — D x (0.1) + 28" is revised to read: "Elevation G = (Elevation S — D x (0.1) + 28/12" C-22.16 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 203 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Note 3, formula, was: "Elevation G = (Elevation S — D x (0.1) + 31" is revised to read: "Elevation G = (Elevation S — D x (0.1) + 31/12" C-22.41 DELETED C-25.18 DELETED D-10.10 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.15 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.20 Wall Type 3 may be used in all cases. The last sentence of Note 6 on Wall Type 3 shall be revised to read: The seismic design of these walls has been completed using a site adjusted (effective) peak ground acceleration of 0.32g. D-10.25 Wall Type 4 may be used in all cases. The last sentence of Note 6 on Wall Type 4 shall be revised to read: The seismic design of these walls has been completed using a site adjusted (effective) peak ground acceleration of 0.32g. D-10.30 Wall Type 5 may be used in all cases. D-10.35 Wall Type 6 may be used in all cases. D-10.40 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design memorandum. D-10.45 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic barriers attached on top of the wall are considered non-standard and shall be designed in accordance with the current WSDOT BDM and the revisions stated in the revisions stated in the 11/3/15 Bridge Design memorandum. D-15.10 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 204 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.20 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. D-15.30 STD Plans D-15 series "Traffic Barrier Details for Reinforced Concrete Retaining Walls" are withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of these STD Plans. F-10.12 Section Title, was - "Depressed Curb Section" is revised to read: "Depressed Curb and Gutter Section" F-10.40 "EXTRUDED CURB AT CUT SLOPE", Section detail - Deleted F-10.42 DELETE - "Extruded Curb at Cut Slope" View G-22.10 Sheet 2, Elevation , Three -Post Installation, Dimension, upper right, was - ".035' is revised to read: " 0.35X" G-24.60 Sheet 1, View A, Dimension @ Bottom of sign, is = 3" is revised to read: 6". G-60.10 Sheet 3, TYPICAL TRUSS DETAILS, BASE - TOP, callout, was - "15/16"(IN) DIAM. HOLES FOR FOUR, 7/8" (IN) DIAM. BOLTS (ASTM A 325)" is revised to read: "15/16"(IN) DIAM. HOLES FOR FOUR, 7/8" (IN) DIAM. BOLTS (ASTM F3125, GRADE A325)" G-90.10 TOP VIEW, callout, was - "Vertical Brace - W4 x 13 steel (TYR)(See Note 4)" is revised to read; "Vertical Brace - W4 x 13 steel (TYP.)(See Note 3)" G-95.10 Sheet 2, Detail "B", Plan View, callout, was - "5/8" DIAM. ASTM A 325 H.S. BOLT W/HEAVY HEX NUT AND WASHER, GALV. (TYP.) TIGHTEN PER STD. SPEC. 6- 03.3(33)" is revised to read: "5/8" DIAM. ASTM F 3125, GRADE A325 H.S. BOLT W/HEAVY HEX NUT AND WASHER, GALV. (TYP.) TIGHTEN PER STD. SPEC. 6- 03.3(33)" H-70.20 Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan 1-70.10 is revised to H-70.10 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 205 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 1-30.30 8" Diameter Wattle Spacing Table, lower left corner, was-"Slope:1 H : 1 V, Maximum Spacina:10' - 0"" is revised to read: "Slope:1 H : 1 V, Maximum Spacing:8' - 0"". J-3 DELETED J -3b DELETED J -3C DELETED J-10.21 Note 18, was - "When service cabinet is installed within right of way fence, see Standard Plan J-10.22 for details." Is revised to read; "When service cabinet is installed within right of way fence, or the meter base is mounted on the exterior of the cabinet, see Standard Plan J-10.22 for details." J-10.22 Key Note 1, was - "Meter base per serving utility requirements- as a minimum, the meter base shall be safety socket box with factory -installed test bypass facility that meets the requirements of EUSERC drawing 305." Is revised to read; "Meter base per serving utility requirements- as a minimum, the meter base shall be safety socket box with factory - installed test bypass facility that meets the requirements of EUSERC drawing 305. When the utility requires meter base to be mounted on the side or back of the service cabinet, the meter base enclosure shall be fabricated from type 304 stainless steel." Key Note 4, "Test with (SPDT Snap Action, Positive close 15 Amp - 120/277 volt "T" rated). Is revised to read: "Test Switch (SPDT snap action, positive close 15 amp - 120/277 volt "T" rated)." Key Note 14, was - "Hinged dead front with '/4 turn fasteners or slide latch." Is revised to read; "Hinged dead front with '/4 turn fasteners or slide latch. - Dead front panel bolts shall not extend into the vertical limits of the breaker array(s)." Key Note 15, was - "Cabinet Main Bonding Jumper. Buss shall be 4 lug tinned copper. See Cabinet Main bonding Jumper detail, Standard Plan J -3b." is revised to read; "Cabinet Main Bonding Jumper Assembly Buss shall be 4 lug tinned copper - See Standard Plan J-10.20 for Cabinet Main Bonding Jumper Assembly details." J-20.10 Add Note 5, "5. One accessible pedestrian signal assembly per pedestrian pushbutton post." J-20.11 Sheet 2, Foundation Detail, Elevation, callout - "Type 1 Signal Pole" is revised to read: "Type PS or Type 1 Signal Pole" Sheet 2, Foundation Detail, Elevation, add note below Title, "(Type 1 Signal Pole Shown)" Add Note 6, "6. One accessible pedestrian signal assembly per pedestrian pushbutton post." J-20.26 Add Note 1, 1. One accessible pedestrian pushbutton station per pedestrian pushbutton post." CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 206 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 J-20.16 View A, callout, was - LOCK NIPPLE, is revised to read; CHASE NIPPLE J-21.10 Sheet 1, Elevation View, Round Concrete Foundation Detail, callout - "ANCHOR BOLTS - W (IN) x 30" (IN) FULL THREAD - THREE REQ'D. PER ASSEMBLY" IS REVISED TO READ: "ANCHOR BOLTS - W (IN) x 30" (IN) FULL THREAD - FOUR REQ'D. PER ASSEMBLY" Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR.. Delete "(TYR)" from the 2'/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYR)" from the 2 1/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top of the foundation to find 2 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYR)" from the 2'/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of the foundation to find 1 #4 reinforcing bar shown, to read; 3" CLR. Delete "(TYR)" from the 2'/2" CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. Detail F, callout, "Heavy Hex Clamping Bolt (TYR) - 3/4" (IN) Diam. Torque Clamping Bolts (see Note 3)" is revised to read; "Heavy Hex Clamping Bolt (TYR) - 3/4" (IN) Diam. Torque Clamping Bolts (see Note 1)" Detail F, callout, "3/4" (IN) x 2'- 6" Anchor Bolt (TYR) - Four Required (See Note 4)" is revised to read; "3/4" (IN) x 2'- 6" Anchor Bolt (TYR) - Three Required (See Note 2)" J-21.15 Partial View, callout, was - LOCK NIPPLE - 1 '/2" DIAM., is revised to read; CHASE NIPPLE - 1 '/2" (IN) DIAM. J-21.16 Detail A, callout, was - LOCKNIPPLE, is revised to read; CHASE NIPPLE J-22.15 Ramp Meter Signal Standard, elevation, dimension 4'- 6" is revised to read; 6'-0" (2x) Detail A, callout, was - LOCK NIPPLE - 1 '/2" DIAM. is revised to read; CHASE NIPPLE 1 '/2" (IN) DIAM. J-26.20 Sheet 1, NOTES, Note 5, was - "Connecting/clamping bolts AASHTO M 164 (ASTM A325)" is revised to read: "Connecting/clamping bolts ASTM F3125 GRADE A325" Was - "NUTS AASHTO M 291 (ASTM A263) GRADE DH" is revised to read: "NUTS ASTM A563 GRADE DH" J-28.43 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 207 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 KEY notes, note 1, was - "CLAMPING BOLTS, 7/8" (IN) DIAM. HEX HEAD BOLT AND NUT, TWO PLATE WASHERS, ONE HARDENED ROUND WASHER, 87 FT -LBS TORQUE (THREE CLAMPING BOLT ASSEMBLIES PER SLIP BASE) (PER ASTM A325)" is revised to read: "CLAMPING BOLTS, 7/8" (IN) DIAM. HEX HEAD BOLT AND NUT, TWO PLATE WASHERS, ONE HARDENED ROUND WASHER, 87 FT -LBS TORQUE (THREE CLAMPING BOLT ASSEMBLIES PER SLIP BASE) (PER ASTM F3125 GRADE A325)" J-40.10 Sheet 2 of 2, Detail F, callout, 12 - 13 x 1 'h" S.S. PENTA HEAD BOLT AND 12" S. S. FLAT WASHER" is revised to read; 12 - 13 x 1 '/z" S.S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER" J-60.14 All references to J -16b (6x) are revised to read; J-60.11 K-80.30 In the NARROW BASE, END view, the reference to Std. Plan C -8e is revised to Std. Plan K-80.35 M-11.10 Layout, dimension (from stop bar to "X"), was - 23' is revised to read; 24' The following are the Standard Plan numbers applicable at the time this project was advertised. The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan. Standard Plans showing different dates shall not be used in this contract. A-10.10-00........8/7/07 A-40.00-00.........8/11/09 A-50.30-00.......11/17/08 A-10.20-00......10/5/07 A-40.10-03.........12/23/14 A-50.40-00 ....... 11 /17/08 A-10.30-00......10/5/07 A-40.15-00.........8/11/09 A-60.10-03........12/23/14 A-20.10-00......8/31/07 A-40.20-04.........1/18/17 A-60.20-03.........12/23/14 A-30.10-00 ...... 11 /8/07 A-40.50-02.........12/23/14 A-60.30-00 .......... 11 /8/07 A-30.30-01......6/16/11 A-50.10-00.......11/17/08 A-60.40-00 .......... 8/31/07 A-30.35-00.......10/12/07 A-50.20-01.........9/22/09 B-5.20-02........1/26/17 B-30.50-02.........1/26/17 B-75.20-01 .......... 6/10/08 B-5.40-02 ......... 1/26/17 B-30.70-03.........4/26/12 B-75.50-01 .......... 6/10/08 B-5.60-02 ......... 1/26/17 B-30.80-00 ........... 6/8/06 B-75.60-00 ............ 6/8/06 B-10.20-01........2/7/12 B-30.90-02........1/26/17 B-80.20-00 ......... 6/8/06 B-10.40-01........1/26/17 B-35.20-00 .......... 6/8/06 B-80.40-00 ......... 6/1/06 B-10.60-00........6/8/06 B-35.40-00 .......... 6/8/06 B-82.20-00 ......... 6/1 /06 B-10.70-00......1/26/17 B-40.20-00 .......... 6/1/06 B-85.10-01.........6/10/08 B-15.20-01........2/7/12 B-40.40-02 ........ 1 /26/17 B-85.20-00 .......... 6/1 /06 B-15.40-01........2/7/12 B-45.20-01 .......... 7/11/17 B-85.30-00 .......... 6/1/06 B-15.60-02........1/26/17 B-45.40-01 .......... 7/21/17 B-85.40-00 .......... 6/8/06 B-20.20-02.......3/16/12 B-50.20-00 .......... 6/1/06 B-85.50-01.........6/10/08 B-20.40-03.......3/16/12 B-55.20-01 .......... 1/26/17 B-90.10-00 .......... 6/8/06 B-20.60-03.......3/15/12 B-60.20-00 .......... 6/8/06 B-90.20-00 .......... 6/8/06 B-25.20-01........3/15/12 B-60.40-00 .......... 6/1/06 B-90.30-00 .......... 6/8/06 B-25.60-01.........1/26/17 B-65.20-01 .......... 4/26/12 B-90.40-01 .......... 1/26/17 B-30.10-02.........1/26/17 B-65.40-00 .......... 6/1/06 B-90.50-00 .......... 6/8/06 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 208 1 2 3 4 B-30.20-03 ......... 1 /26/17 B-30.30-02 ......... 1 /26/17 B-30.40-02 .......... 1/26/17 C-1 .................... 7/12/16 C-1 a .................7/14/15 D-2.06-01 C-1 b ...................7/14/15 D-2.08-00 C-1 c ..................7/12/16 D-2.14-00 C-1 d ................10/31 /03 C-2 ....................1 /6/00 C -2a ..................6/21 /06 C -2b ..................6/21 /06 C -2c ..................6/21 /06 C -2d ..................6/21 /06 C -2e ..................6/21 /06 C -2f ...................3/14/97 D-2.44-00 C -2g .................. 7/27/01 C-2 h .................. 3/28/97 C-2 i ................... 3/28/97 C -2j ...................6/12/98 C-20.18-02 .......... C-2 k .................. 7/12/16 C -2n ..................7/12/16 C-20.40-06 .......... C -2o .................. 7/13/01 C -2p ................10/31 /03 C-3 ................... 7/2/12 C -3a .................10/4/05 C-22.14-04 ........ C -3b ................6/27/11 C-22.16-06 ........ C -3c ................ 6/27/11 C -4b ..................7/15/16 7/21 /17 C -4e ..................7/15/16 7/21/17 C -4f ...................7/2/ 12 D-2.04-00 ........ 11 /10/05 D-2.06-01 ........ 1 /6/09 D-2.08-00 ........ 11 /10/05 D-2.14-00 ........ 11 /10/05 D-2.16-00 ........ 11 /10/05 D-2.18-00 ........ 11 /10/05 D-2.20-00 ........ 11 /10/05 D-2.32-00 ........ 11 /10/05 D-2.34-01 ........ 1 /6/09 D-2.36-03 ........ 6/11 /14 D-2.42-00 ........ 11 /10/05 D-2.44-00 ........ 11 /10/05 D-2.60-00 ........ 11 /10/05 D-2.62-00 ........ 11 /10/05 D-2.46-01 ........ 6/11 /14 B-70.20-00 .......... 6/1/06 B-95.20-01 B-70.60-01 .......... 1/26/17 B-95.40-00 C-6 ................... 7/15/16 C-6 a ................10/14/09 1 /6/09 C-6 c ................. 7/15/16 C-6 d ................... 7/15/16 C-6 f ................... 7/15/16 C-7 ..................... 6/16/11 C -7a ...................6/16/11 C-8 ..................... 2/10/09 C -8a ...................7/25/97 C -8b ....................2/29/16 C -8e ....................2/21 /07 C -8f ..................... 6/30/04 C-10 .................... 7/15/16 C -16a .................7/21 /17 C-20.10-04 ......... 7/21 /17 C-20.11-00 ........ 7/21 /17 C-20.14-03 .......... 6/11 /14 C-20.15-02 .......... 6/11 /14 C-20.18-02 .......... 6/11 /14 C-20.19-02 .......... 6/11 /14 C-20.40-06 .......... 7/21 /17 C-20.41-01 .......... 7/14/ 15 C-20.42-05 .......... 7/14/15 C-20.45.01 ........... 7/2/12 C-22.14-04 ........ 7/15/16 C-22.16-06 ........ 7/21 /17 C-22.40-06 ........ 7/21 /17 C-22.45-03 ........ 7/21/17 D-2.48-00 ........ 11 /10/05 D-2.64-01 ........ 1 /6/09 D-2.66-00 ........ 11 /10/05 D-2.68-00 ........ 11 /10/05 D-2.80-00 ........ 11 /10/05 D-2.82-00 ........ 11 /10/05 D-2.84-00 ........ 11/10/05 D-2.86-00 ........ 11 /10/05 D-2.88-00 ........ 11 /10/05 D-2.92-00 ........ 11 /10/05 D-3.09-00........ 5/17/12 D-3.10-01...... 5/29/13 D-3.11-03 ...... 6/11 /14 D-3.15-02 ...... 6/10/13 D-3.16-02 ...... 5/29/13 E-1 ....................2/21/07 E-4 .................... 8/27/03 E-2 ....................5/29/98 E -4a .................. 8/27/03 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY 209 C-23.60-04... C.24.10-01... C-25.20-06... C-25.22-05... C-25.26-03... C-25.80-04... C-40.14-02... C-40.16-02... C-40.18-03... C-70.1 0-01 ... C-75.1 0-01 ... C-75.20-01... C-75.30-01... C-80.1 0-01 ... C-80.20-01... C-80.30-01... C-80.40-01... C-80.50-00... C-85.10-00... C-85.11-00... C-85.14-01... C-85.15-01... C-85.16-01... C-85-18-01... C-85.20-01... C-90.10-00... 2/3/09 6/8/06 ....7/21/17 ....6/11/14 ....7/14/15 ....7/14/15 ....7/14/15 ....7/15/16 ....7/2/12 ....7/2/12 ....7/21 /17 ....6/17/14 ....6/11/14 ....6/11/14 ....6/11/14 ....6/11/14 ....6/11/14 ....6/11/14 ....6/11/14 ....4/8/12 ....4/8/12 ....4/8/12 ....6/11/14 ....6/30/14 ....6/17/14 ....6/11/14 ....6/11/14 ....7/3/08 D-3.17-02 ...... 5/9/16 D-4 .................12/11 /98 D-6 ................... 6/19/98 D-10.10-01......12/2/08 D-10.15-01......12/2/08 D-10.20-00......... 7/8/08 D-10.25-00 ......... 7/8/08 D-10.30-00 ......... 7/8/08 D-10.35-00 ......... 7/8/08 D-10.40-01......12/2/08 D-10.45-01......12/2/08 D-15.10-01......12/2/08 D-15.20-03........ 5/9/16 D-15.30-01......12/02/08 2 3 4 F-10.12-03.......6/11/14 F-10.62-02........4/22/14 F-40.15-03........6/29/16 F-10.16-00.......12/20/06 J-27.15-00 F-10.64-03........4/22/14 J-28.10-01......5/11 F-40.16-03........6/29/16 J-28.40-02......6/11 F-10.18-01.........7/11/17 J-28.42-01 F-30.10-03........6/11/14 J-28.43-00 F-45.10-02........7/15/16 J-28.45-03 F-10.40-03 ........... 6/29/16 F-40.12-03........6/29/16 J-28.60-02 F-80.10-04........7/15/16 J-28.70-03 F-10.42-00.........1/23/07 J-29.10-01 F-40.14-03........6/29/16 J-29.15-01 ....... 7/21 /16 J-29.16-02 G-10.10-00........9/20/07 J-30.10-00 G-25.10-04.......6/10/13 J-40.05-00...... G-90.10-03......7/11/17 J-40.10-04......4/28/16 G-20.10-02........6/23/15 J-40.20-03 G-30.10-04.......6/23/15 J-40.30-04 G-90.11-00......4/28/16 J-40.35-01...... G-22.10-03 .......... 7/10/15 G-50.10-02.......6/23/15 J-40.37-02......7/21 G-90.20-05......7/11/17 G-24.10-00......11/8/07 ...... 6/1 /16 G-60.10-03.......6/18/15 .......4/28/ 16 G-90.30-04......7/11/17 .......4/28/ 16 G-24.20-01......2/7/12 G-60.20-02.......6/18/15 G-90.40-02......4/28/16 G-24.30-01......2/7/12 G-60.30-02.......6/18/15 G-95.10-01........6/2/11 G-24.40-06.....2/29/16 G-70.10-03.......6/18/15 G-95.20-02........6/2/11 G-24.50-04.....7/11/17 G-70.20-04.......7/21/17 G-95.30-02........6/2/11 G-24.60-04.....6/23/15 G-70.30-04.......7/21/17 H-10.10-00 .......... 7/3/08 H-32.10-00.......9/20/07 H-70.10-01......2/7/12 H-10.15-00 .......... 7/3/08 H-60.10-01 ......... 7/3/08 H-70.20-01......2/16/12 H-30.10-00......10/12/07 H-60.20-01 ......... 7/3/08 H-70.30-02......2/7/12 1-10.10-01 ......... 8/11 /09 1-30.20-00.........9/20/07 1-40.20-00.........9/20/07 1-30.10-02......... 3/22/13 1-30.30-01......... 6/10/13 1-50.20-01.......... 6/10/13 1-30.15-02......... 3/22/13 1-30.40-01....... 6/10/13 1-60.10-01.......... 6/10/13 1-30.16-00......... 3/22/13 1-30.60-00......... 5/29/13 1-60.20-01.......... 6/10/13 1-30.17-00......... 3/22/13 1-40.10-00......... 9/20/07 1-80.10-02 .......... 7/15/16 J-10 ..................7/18/97 J-1 0. 10-0 3 ...... 6/3/15 J-10.15-01 ........ 6/11 /14 J-10.16-00 ...... 6/3/15 J-10.17-00......6/3/15 J-10.18-00......6/3/15 J-10.20-01 ...... 6/1 /16 J-10.21-00......6/3/15 J-10.22-00 ........ 5/29/13 J-10.25-00......7/11 /17 J-15.10-01 ........ 6/11 /14 J-15.15-02...... 7/10/15 J-20.10-03 ........ 6/30/ 14 J-20.11-02........6/30/14 J-20.15-03........ 6/30/14 J-20.16-02........ 6/30/14 J-20.20-02........ 5/20/13 J-20.26-01 ........ 7/12/12 J-21.10-04...... 6/30/14 J-21.15-01...... 6/10/13 J-21.16-01...... 6/10/13 J-21.17-01...... 6/10/13 J-21.20-01 ...... 6/10/13 J-22.15-02 ...... 7/10/15 J-22.16-03...... 7/10/15 J-26.10-03.....7/21/16 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY J-26.20-00.....6/11 /14 J-27.10-01.....7/21 /16 J-27.15-00 ..... 3/15/12 J-28.10-01......5/11 /11 J-28.22-00....... 8/07/07 J-28.24-01 ....... 6/3/ 15 J-28.26-01......12/02/08 J-45.36-00......7/21/17 J-28.30-03......6/11 /14 J-28.40-02......6/11 /14 J-28.42-01 ....... 6/11 /14 J-28.43-00 ....... 6/11 /14 J-28.45-03 ....... 7/21 /16 J-28.50-03 ....... 7/21 /16 J-28.60-02 ....... 7/21 /16 J-28.70-03 ....... 7/21 /17 J-29.10-01 ....... 7/21 /16 J-29.15-01 ....... 7/21 /16 J-29.16-02 ....... 7/21 /16 J-30.10-00 ...... 6/18/15 J-40.05-00...... 7/21/16 J-40.10-04......4/28/16 J-60.14-00 J-40.20-03 ......4/28/ 16 J-40.30-04 ...... 4/28/ 16 J-40.35-01...... 5/29/13 J-40.36-02......7/21 /17 J-40.37-02......7/21 /17 210 J-40.38-01....... 5/20/13 J-40.39-00 ...... 5/20/13 J-40.40-01......4/28/ 16 J-45.36-00......7/21/17 J-50.05-00......7/21 /17 J-50.10-00.......6/3/11 J-50.11-01 ....... 7/21 /17 J-50.12-01 ....... 7/21 /17 J-50.15-01 ....... 7/21 /17 J-50.16-01 ....... 3/22/ 13 J-50.20-00.......6/3/11 J-50.25-00....... 6/3/11 J-50.30-00 ....... 6/3/11 J-60.05-01 ....... 7/21/16 J-60.11-00.......5/20/13 J-60.12-00....... 5/20/13 J-60.13-00 ....... 6/16/10 J-60.14-00 ...... 6/16/10 J-75.10-02 ...... 7/10/15 J-75.20-01......7/10/15 J-75.30-02 ....... 7/10/15 J-75.40-02 ...... 6/1 /16 J-75.41-01......6/29/16 J-75.45-02 ...... 6/1 /16 J-90.10-02 .......4/28/ 16 J-90.20-02 .......4/28/ 16 J-26.15-01..... 5/17/12 K-70.20-01 ....... 6/1 /16 K-80.10-01 ....... 6/1 /16 K-80.20-00.....12/20/06 M-1.60-02 ......... K-80.30-00 ....... 2/21 /07 K-80.35-00 ....... 2/21 /07 K-80.37-00 ....... 2/21 /07 J-90.21-01......4/28/16 2 L-10.10-02........6/21/12 L-40.10-02........6/21/12 L-70.10-01.......5/21/08 L-20.10-03........7/14/15 L-40.15-01........6/16/11 L-70.20-01.......5/21/08 L-30.10-02........6/11/14 L-40.20-02........6/21/12 3 4 M-1.20-03 ......... 6/24/14 M-12.10-00..... M-1.40-02 ......... 6/3/11 M-15.10-01...... M-1.60-02 ......... 6/3/11 M-17.10-02...... M-1.80-03 ......... 6/3/11 M-20.10-02...... M-2.20-03 ......... 7/10/15 M-20.20-02...... M-2.21-00......7/10/15 ..2/29/16 M-20.30-04...... M-3.10-03 ......... 6/3/11 M-20.40-03...... M-3.20-02 ......... 6/3/11 M-20.50-02...... M-3.30-03 ......... 6/3/11 M-24.20-02...... M-3.40-03 ......... 6/3/11 M-24.40-02...... M-3.50-02 ......... 6/3/11 M-24.50-00...... M-5.10-02 ......... 6/3/11 M-24.60-04...... M-7.50-01 ......... 1 /30/07 M-24.65-00..... M-9.50-02 ......... 6/24/14 M-24.66-00..... M-9.60-00 ........ 2/10/09 M-11.10-02 ........ 7/11 /17 CITY OF BREMERTON INNOVATIVE SAFETY PROJECT NOVEMBER, 2017 INNOVATIVE SAFETY .7/11/17 M-40.10-03......6/24/14 ..2/6/07 M-40.20-00...10/12/07 ..7/3/08 M-40.30-01......7/11/17 ..6/3/11 M-40.40-00......9/20/07 ..4/20/15 M-40.50-00......9/20/07 ..2/29/16 M-40.60-00......9/20/07 ..6/24/14 M-60.10-01......6/3/11 ..6/3/11 M-60.20-02......6/27/11 .4/20/15 M-65.10-02......5/11/11 .4/20/15 M-80.10-01......6/3/11 .6/16/11 M-80.20-00......6/10/08 .6/24/14 M-80.30-00......6/10/08 .7/11/17 .7/11/17 211 APPENDIX A GEOTECHNICAL MEMORANDUM Technical Memorandum TO: Mr. Mason Skinner FROM: Craig A. Jordan, PE, and Brandon Mowrey, Staff EIT DATE: June 8, 2017 RE: Geotechnical Engineering Services Tracyton Beach Road NW Innovative Safety Project Bremerton, Washington Project No. 0122044.010.011 This technical memorandum presents Landau Associates, Inc.'s (LAI's) geotechnical engineering conclusions and recommendations regarding the design and construction of a guardrail along Tracyton Beach Road NW in Bremerton, Washington (site). Our objective was to complete site investigations to characterize subsurface soil and groundwater conditions and develop geotechnical conclusions and recommendations to support design of the proposed guardrail. We understand that the City of Bremerton is considering installing a guardrail at three areas along the west side of Tracyton Beach Road NW. The areas being considered for new guardrail typically include limited roadway shoulders. The site also features steep roadway embankment slopes that terminate in Puget Sound, roughly 10 to 30 feet (ft) below Tracyton Beach Road. Sedimentary rock outcroppings and boulders are present in the embankment side slopes throughout the alignment. Field Explorations We explored the site subsurface conditions on May 24 and 25, 2017 by advancing 17 hand auger borings (HA -1 to HA -17) between 0.5 and 6.5 ft below ground surface (bgs) and collecting representative soil samples. One previously completed hand auger boring (HA -LAI -2016) completed for our May 20, 2016 letter report was included in our site review. The general project location is shown on the Vicinity Map, Figure 1. The borings were located approximately 4 to 5 ft west of the existing southbound fog line. Approximate boring locations are shown on Figure 2. Subsurface Soil Conditions Roadway embankment fill, consisting of gravelly sand with varying amounts of silt and occasional cobbles and boulders mantles the site at the location of the proposed guardrail. Below the embankment fill, sedimentary rock and/or cobbles and boulders are present to 6.5 ft bgs. Table 1 provides the approximate depths at which sedimentary rock and/or cobbles and boulders were encountered at each of the 17 exploration locations. 14 LANDAU ASSOCIATES 955 Malin Lane SW, Suite B • Tumwater, Washington 98501 • (360) 791-3178 Landau Associates Table 1. Depth of Sedimentary Rock and/or Cobbles and Boulders Conclusions and Recommendations We recommend the proposed guardrail be designed and constructed according to the recommendations set forth in Chapter 1610 of the Washington State Department of Transportation's November 2015 Roadway Design Manual. For sloping embankment conditions, Chapter 1610 recommends guardrail posts be constructed in accordance with Exhibit 1610-11, "Beam Guardrail Post Installation." Exhibit 1610-11 identifies six sloping embankment cases and recommends post lengths for each of those cases. Table 2 presents approximate limits of the post installation cases based on observations made during our field explorations. Figure 3 illustrates information provided on Table 2. Geotechnical Engineering Services Tracyton Beach Road Innovative Safety Project 2 June 8, 2017 Approximate Depth to Rock Subsurface Exploration(00+00)4nd/or Approximate Station Cobbles and Boulders (ft bp) HA -1 27+78 1.5 HA -2 26+86 4.0 HA -3 26+17 2.0 HA -4 25+19 6.5 HA -5 24+36 1.5 HA -LAI -2016 23+38 5.0 HA -6 15+00 1.5 HA -7 14+10 5.5 HA -8 13+07 1.5 HA -9 12+05 1.0 HA -10 11+05 3.0 HA -11 10+20 3.5 HA -12 9+52 2.0 - HA -13 8+61 3.5 HA -14 7+64 3.3 HA -15 3+82 0.5 HA -16 2+80 2.5 HA -17 1+76 2.3 Conclusions and Recommendations We recommend the proposed guardrail be designed and constructed according to the recommendations set forth in Chapter 1610 of the Washington State Department of Transportation's November 2015 Roadway Design Manual. For sloping embankment conditions, Chapter 1610 recommends guardrail posts be constructed in accordance with Exhibit 1610-11, "Beam Guardrail Post Installation." Exhibit 1610-11 identifies six sloping embankment cases and recommends post lengths for each of those cases. Table 2 presents approximate limits of the post installation cases based on observations made during our field explorations. Figure 3 illustrates information provided on Table 2. Geotechnical Engineering Services Tracyton Beach Road Innovative Safety Project 2 June 8, 2017 Landau Associates Table 2. Limits of Guardrail Post Installation Case Guardrail Section No. Updated Stationing Type 31 Guardrail Case (See Figure 3) Begin Station End Station 1 (south) 1+72 3+67 1 7+57 9+50 1 9+50 10+32 3 10+32 11+56 1 2 (middle) 11+56 13+50 5 13+50 14+40 6 14+40 15+56 4 22+76 24+00 4 3(north) 24+00 27+20 5 27+20 27+80 3 Sedimentary rock, cobbles, and boulders were encountered in our explorations. The contractor should be prepared to deal with these conditions. Use of This Technical Memorandum This technical memorandum was prepared for the exclusive use of HDR Engineering and its consultants for specific application to the Tracyton Beach Innovative Safety Project in Bremerton, Washington. Use by others, or for purposes other than intended, is at the user's sole risk. We make no other warranty, either express or implied. LANDAU ASSOCIATES, INC Craig A. Jordan, PE Senior Project Engineer Brandon Mowrey Staff EIT BJM/CAJ/CAM/mcs [Y:\0122\044.010\R\TRACYTON BEACH INNOVATIVE SAFETY PROJECT TECHNICAL MEMORANDLJM.DOCXI Geotechnical Engineering Services Tracyton Beach Road Innovative Safety Project 3 June 8, 2017 Landau Associates Attachments: Figure 1. Vicinity Map Figure 2. Site and Exploration Plan Figure 3. Site and Guardrail Plan Reference WSDOT. 2015. Chapter 1610 Traffic Barriers. Roadway Design Manual. Division 16 — Roadside Safety Elements. M 22-01.12. Washington State Department of Transportation. Revised July 2016. 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Subletting or Assigning the Contract VII. Safety: Accident Prevention VIII. False Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Governmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I. GENERAL 1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Form FHWA-1273 must be included in all Federal -aid design -build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design -builder shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower -tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal -aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal -aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60-1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60-4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre -apprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer; demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants / Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT -approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT -assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non -minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non - minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. III. NONSEGREGATED FACILITIES This provision is applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single -user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS-BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal -aid construction projects exceeding $2,000 and to all related subcontracts and lower -tier subcontracts (regardless of subcontract size). The requirements apply to all projects located within the right-of-way of a roadway that is functionally classified as Federal -aid highway. This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 "Contract provisions and related matters" with minor revisions to conform to the FHWA-1273 format and FHWA program requirements. 1. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis -Bacon poster (WH -1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b. (1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. b. (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee ( e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH -347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the information required to be provided under §5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (3) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH -347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b.(2) of this section. (4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, ice after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL) Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal - aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. M 8. Compliance with Davis -Bacon and Related Act requirements. All rulings and interpretations of the Davis -Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal -aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual 13 was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this section. VI. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal -aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all of the following conditions: (1) the prime contractor maintains control over the supervision of the day-to-day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and 14 (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5. The 30% self -performance requirement of paragraph (1) is not applicable to design -build contracts; however, contracting agencies may establish their own self -performance requirements. VII. SAFETY: ACCIDENT PREVENTION This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 15 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal -aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROLACT This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. 16 By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal -aid construction contracts, design -build contracts, subcontracts, lower -tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more — as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification — First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or 17 general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant' refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant' refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https://www.epis.gov/), which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion — First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; 18 (2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant' refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant' refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or 19 voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https://www.epls.aov/), which is compiled by the General Services Administration. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -- Lower Tier Participants: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 20 XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 (49 CFR 20). 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 21 ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS This provision is applicable to all Federal -aid projects funded under the Appalachian Regional Development Act of 1965. 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1c) shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1c) above. 5.The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work. 22 AMENDMENT REQUIRED CONTRACT PROVISIONS (Exclusive of Appalachian Contracts) FEDERAL -AID CONSTRUCTION CONTRACTS The Federal—Aid provisions are supplemented with the following: XII. Cargo Preference Act 1. U.S. Department of Transportation Federal Highway Administration memorandum dated December 11, 2015 requires that all federal -aid highway programs awarded after February 15, 2016 must comply with the Cargo Preference Act and its regulation of 46 CFR 381.7 (a) -(b). Amendment to Form FHWA 1273 Revised January 25, 2016 APPENDIX C WASHINGTON STATE PREVAILING WAGES County Trade Job Classification Wage Holiday Overt ime Notes Kitsap Asbestos Abatement lWorkers Journey Level $46.57 5D 11H Kitsap Boilermakers Journey Level $30.34 1 Kitsap Brick Mason Journey Level $55.82 5A 1M Kitsap Brick Mason Pointer -Caulker -Cleaner $55.82 5A 1M Kitsap IBuilding Service Employees Janitor $11.00 1 Kitsap Building Service Employees Shampooer $11.00 1 Kitsap Building Service Employees Waxer $11.00 1 Kitsap I Building Service Employees Window Cleaner $13.22 1 Kitsap Cabinet Makers (In Shop) Journey Level $23.72 1 Kitsap Carpenters Acoustical Worker $57.18 5D 4C Kitsap Carpenters Bridge, Dock And Wharf Carpenters $57.18 5D 4C Kitsap ICarpenters Carpenter $57.18 5D 4C Kitsap Carpenters Carpenters on Stationary Tools $57.31 5D 4C Kitsap Carpenters Creosoted Material $57.28 5D 4C Kitsap Carpenters Floor Finisher $57.18 5D 14C Kitsap Carpenters Floor Layer $57.18 5D 4C Kitsap ICarpenters Scaffold Erector $57.18 5D 4C Kitsap Cement Masons Journey Level $57.21 7A 1M Kitsap Divers & Tenders Bell/Vehicle or Submersible Operator (Not Under Pressure) $110.54 5D 4C Kitsap Divers & Tenders Dive Supervisor/Master $72.97 5D 4C Kitsap I Divers & Tenders Diver $110.54 5D 4C 8V Kitsap Divers & Tenders Diver On Standby $67.97 5D 4C Kitsap Divers & Tenders Diver Tender $61.65 5D 14C Kitsap Divers & Tenders Manifold Operator $61.65 5D 4C Kitsap Divers & Tenders Manifold Operator Mixed Gas $66.65 5D 4C Kitsap I Divers & Tenders Remote Operated Vehicle Operator/Technician $61.65 5D 4C Kitsap Divers & Tenders Remote Operated Vehicle Tender $57.43 5A 14C Kitsap Dredge Workers Assistant Engineer $56.44 5D 3F Kitsap Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F Kitsap I Dredge Workers Boatmen $56.44 5D 3F Kitsap Dredge Workers Engineer Welder $57.51 5D 3F Kitsap Dredge Workers Leverman, Hydraulic $58.67 5D 13F Kitsap Dredge Workers Mates $56.44 5D 3F Kitsap Dredge Workers Oiler $56.00 5D 13F Kitsap Drywall Applicator Journey Level $56.78 5D 1H Kitsap Drywall Tapers Journey Level $57.43 5P 1E Kitsap Electrical Fixture Maintenance Workers Journey Level $31.74 1 Kitsap Electricians - Inside Journey Level $51.26 1 Kitsap Electricians - Motor Shop Craftsman $15.37 1 Kitsap Electricians - Motor Shop Journey Level $14.69 1 Kitsap Electricians - Powerline lConstruction Cable Splicer $73.93 5A 4D Kitsap Electricians - Powerline Construction Certified Line Welder $67.60 5A 14D Kitsap Electricians - Powerline Construction Groundperson $45.49 5A 4D Kitsap Electricians - Powerline Construction Heavy Line Equipment Operator $67.60 5A 4D Kitsap Electricians - Powerline Construction Journey Level Lineperson $67.60 5A 14D Kitsap Electricians - Powerline Construction Line Equipment Operator $57.02 5A 4D Kitsap Electricians - Powerline Construction Pole Sprayer $67.60 5A 4D Kitsap Electricians - Powerline Construction Powderperson $50.76 5A 14D Kitsap Electronic Technicians Journey Level $45.26 7E 11D Kitsap Elevator Constructors Mechanic $90.39 7D 4A Kitsap Elevator Constructors Mechanic In Charge $100.22 7D 4A Kitsap Fabricated Precast Concrete Products Journey Level - In-Factory Work Only $13.50 1 Kitsap Fence Erectors Fence Erector $13.80 11 Kitsap Fence Erectors Fence Laborer $11.60 1 Kitsap Flaggers Journey Level $39.48 7A 31 Kitsap Glaziers Journey Level $60.56 7L 1y Kitsap Heat & Frost Insulators And Asbestos Workers Journeyman $67.93 51 4H Kitsap Heating Equipment Mechanics Journey Level $78.17 7F 11E Kitsap Hod Carriers & Mason Tenders Journey Level $48.02 7A 131. Kitsap Industrial Power Vacuum Cleaner Journey Level $29.89 1 Kitsap Inland Boatmen Boat Operator $59.86 5B 1K Kitsap Inland Boatmen Cook $56.18 5B 1K Kitsap Inland Boatmen Deckhand $56.18 5B 1K Kitsap Inland Boatmen Deckhand Engineer $57.26 5B 1K Kitsap Inland Boatmen Launch Operator $58.59 5B 1K Kitsap Inland Boatmen Mate $58.59 5B 1K Kitsap Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $11.00 1 Kitsap Inspection/Cleaning/Sealing Of Sewer & Water Systems 113y Remote Control Grout Truck Operator $11.48 1 Kitsap Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $12.78 1 Kitsap Inspection/Cleaning/Sealing Of Sewer & Water Systems 113y Remote Control Tv Truck Operator $24.17 1 Kitsap Insulation Applicators Journey Level $57.18 5D 14C Kitsap Ironworkers Journeyman $66.68 7N 10 Kitsap Laborers Air, Gas Or Electric Vibrating Screed $46.57 7A 31 Kitsap I Laborers Airtrac Drill Operator $48.02 7A 31 Kitsap Laborers Ballast Regular Machine $46.57 7A 131 Kitsap Laborers Batch Weighman $39.48 7A 31 Kitsap Laborers Brick Pavers $46.57 7A 31 Kitsap Laborers Brush Cutter $46.57 7A 31 Kitsap Laborers Brush Hog Feeder $46.57 7A 31 Kitsap Laborers Burner $46.57 7A 131 Kitsap Laborers Caisson Worker $48.02 7A 31 Kitsap Laborers Carpenter Tender $46.57 7A 31 Kitsap Laborers Caulker $46.57 7A 31 Kitsap Laborers Cement Dumper-paving $47.44 7A 31 Kitsap Laborers Cement Finisher Tender $46.57 7A 31 Kitsap Laborers Change House Or Dry Shack $46.57 7A 31 Kitsap Laborers Chipping Gun (under 30 Lbs.) $46.57 7A 131 Kitsap Laborers Chipping Gun(30 Lbs. And Over) $47.44 7A 31 Kitsap Laborers Choker Setter $46.57 7A 31 Kitsap Laborers Chuck Tender $46.57 7A 31 Kitsap Laborers Clary Power Spreader $47.44 7A 131 Kitsap Laborers Clean-up Laborer $46.57 7A 31 Kitsap Laborers Concrete Dumper/chute Operator $47.44 7A 31 Kitsap Laborers Concrete Form Stripper $46.57 7A 31 Kitsap Laborers Concrete Placement Crew $47.44 7A 31 Kitsap Laborers Concrete Saw Operator/core Driller $47.44 7A 31 Kitsap I Laborers Crusher Feeder $39.48 7A 131 Kitsap Laborers Curing Laborer $46.57 7A 31 Kitsap Laborers Demolition: Wrecking & Moving (incl. Charred Material) $46.57 7A 31 Kitsap Laborers Ditch Digger $46.57 7A 31 Kitsap Laborers Diver $48.02 7A 131 Kitsap Laborers Drill Operator (hydraulic,diamond) $47.44 7A 31 Kitsap Laborers Dry Stack Walls $46.57 7A 31 Kitsap Laborers Dump Person $46.57 7A 31 Kitsap Laborers Epoxy Technician $46.57 7A 131 Kitsap Laborers Erosion Control Worker $46.57 7A 31 Kitsap Laborers Faller & Bucker Chain Saw $47.44 7A 31 Kitsap Laborers Fine Graders $46.57 7A 31 Kitsap Laborers Firewatch $39.48 7A 31 Kitsap Laborers Form Setter $46.57 7A 131 Kitsap Laborers Gabian Basket Builders $46.57 7A 31 Kitsap Laborers General Laborer $46.57 7A 31 Kitsap Laborers Grade Checker & Transit Person $48.02 7A 31 Kitsap Laborers Grinders $46.57 7A 31 Kitsap Laborers Grout Machine Tender $46.57 7A 31 Kitsap ILaborers Groutmen (pressure)including Post Tension Beams $47.44 7A 31 Kitsap Laborers Guardrail Erector $46.57 7A 31 Kitsap Laborers Hazardous Waste Worker (level A) $48.02 7A 31 Kitsap Laborers Hazardous Waste Worker (level B) $47.44 7A 131 Kitsap Laborers Hazardous Waste Worker (level C) $46.57 7A 31 Kitsap Laborers High Scaler $48.02 7A 31 Kitsap Laborers Jackhammer $47.44 7A 31 Kitsap Laborers Laserbeam Operator $47.44 7A 131 Kitsap Laborers Maintenance Person $46.57 7A 131 Kitsap Laborers Manhole Builder-mudman $47.44 7A 31 Kitsap Laborers Material Yard Person $46.57 7A 31 Kitsap Laborers Motorman-dinky Locomotive $47.44 7A 31 Kitsap Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Bla $47.44 7A 131 Kitsap Laborers Pavement Breaker $47.44 7A 131 Kitsap Laborers Pilot Car $39.48 7A 31 Kitsap Laborers Pipe Layer Lead $48.02 7A 31 Kitsap Laborers IPipe Layer/tailor $47.44 7A 31 Kitsap Laborers Pipe Pot Tender $47.44 7A 31 Kitsap Laborers Pipe Reliner $47.44 7A 31 Kitsap Laborers Pipe Wrapper $47.44 7A 31 Kitsap Laborers Pot Tender $46.57 7A 31 Kitsap ILaborers Powderman $48.02 17A 31 Kitsap Laborers Powderman's Helper $46.57 7A 31 Kitsap Laborers Power Jacks $47.44 7A 31 Kitsap Laborers Railroad Spike Puller - Power $47.44 7A 31 Kitsap Laborers Raker - Asphalt $48.02 7A 131 Kitsap ILaborers Re-timberman $48.02 7A 31 Kitsap Laborers Remote Equipment Operator $47.44 7A 31 Kitsap Laborers Rigger/signal Person $47.44 7A 31 Kitsap Laborers Rip Rap Person $46.57 7A 31 Kitsap Laborers Rivet Buster $47.44 7A 131 Kitsap I Laborers Rodder $47.44 7A 31 Kitsap Laborers Scaffold Erector $46.57 7A 31 Kitsap Laborers Scale Person $46.57 7A 31 Kitsap Laborers Sloper (over 20)" $47.44 7A 31 Kitsap Laborers Sloper Sprayer $46.57 7A 131 Kitsap ILaborers Spreader (concrete) $47.44 7A 31 Kitsap Laborers Stake Hopper $46.57 7A 31 Kitsap Laborers Stock Piler $46.57 7A 31 Kitsap Laborers Tamper & Similar Electric, Air & Gas Operated Tools $47.44 7A 131 Kitsap ILaborers Tamper (multiple & Self-propelled) $47.44 7A 31 Kitsap Laborers Timber Person - Sewer (lagger, Shorer & Cribber) $47.44 7A 31 Kitsap Laborers Toolroom Person (at Jobsite) $46.57 7A 131 Kitsap Laborers Topper $46.57 7A 31 Kitsap ILaborers Track Laborer $46.57 7A 31 Kitsap Laborers Track Liner (power) $47.44 7A 31 Kitsap Laborers Traffic Control Laborer $42.22 7A 31 8R Kitsap Laborers Traffic Control Supervisor $42.22 7A 131 8R Kitsap Laborers Truck Spotter $46.57 7A 31 Kitsap ILaborers Tugger Operator $47.44 7A 31 Kitsap Laborers Tunnel Work -Compressed Air Worker 0-30 psi $92.60 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 30.01-44.00 psi $97.63 7A 131 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 44.01-54.00 psi $101.31 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 54.01-60.00 psi $107.01 7A 31 8Q Kitsap Laborers lWorker Tunnel Work -Compressed Air 60.01-64.00 psi 1 $109.13 17A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 64.01-68.00 psi $114.23 7A 31 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 68.01-70.00 psi $116.13 7A 31 8Q Kitsap I Laborers Tunnel Work -Compressed Air Worker 70.01-72.00 psi $118.13 7A 131 8Q Kitsap Laborers Tunnel Work -Compressed Air Worker 72.01-74.00 psi $120.13 7A 31 8Q Kitsap Laborers Tunnel Work-Guage and Lock Tender $48.12 7A 31 8Q Kitsap Laborers Tunnel Work-Miner $48.12 7A 131 8Q Kitsap Laborers Vibrator $47.44 7A 31 Kitsap Laborers Vinyl Seamer $46.57 7A 31 Kitsap Laborers Watchman $35.88 7A 31 Kitsap Laborers Welder $47.44 7A 31 Kitsap Laborers Well Point Laborer $47.44 7A 131 Kitsap Laborers Window Washer/cleaner $35.88 7A 31 Kitsap Laborers - Underground Sewer & Water General Laborer & Topman $46.57 7A 31 Kitsap ISewer Laborers - Underground & Water Pipe Layer $47.44 7A 131 Kitsap Landscape Construction Irrigation Or Lawn Sprinkler Installers $11.00 1 Kitsap Landscape Construction Landscape Equipment Operators Or Truck Drivers $11.00 1 Kitsap Landscape Construction Landscaping Or Planting Laborers $12.92 11 Kitsap Lathers JOURNEY LEVEL $21.00 1 Kitsap Marble Setters Journey Level $55.82 5A 1M Kitsap IMetal Fabrication (In Shop) Fitter $26.96 1 Kitsap Metal Fabrication (In Shop) Laborer $11.00 1 Kitsap Metal Fabrication (In Shop) Machine Operator $13.83 1 Kitsap IMetal Fabrication (In Shop) Welder $13.83 1 Kitsap Millwright Journey Level $44.89 1 Kitsap Modular Buildings Cabinet Assembly $11.56 1 Kitsap Modular Buildings Electrician $11.56 1 Kitsap Modular Buildings Equipment Maintenance $11.56 1 Kitsap Modular Buildings Plumber $11.56 1 Kitsap Modular Buildings Production Worker $11.00 1 Kitsap Modular Buildings Tool Maintenance $11.56 1 Kitsap Modular Buildings Utility Person $11.56 1 Kitsap IModular Buildings Welder $11.56 1 Kitsap IPainters liourney Level 1 $41.60 6Z 12B Kitsap Pile Driver Crew Tender $52.37 5D 4C Kitsap Pile Driver Hyperbaric Worker - Compressed Air Worker 0-30.00 PSI $71.35 51) 4C Kitsap 113ile Driver Hyperbaric Worker - Compressed Air Worker 30.01 - 44.00 PSI $76.35 15D 4C Kitsap Pile Driver Hyperbaric Worker - Compressed Air Worker 44.01 - 54.00 PSI $80.35 5D 4C Kitsap jPile Driver Hyperbaric Worker - Compressed Air Worker 54.01- 60.00 PSI $85.35 15D 4C Kitsap Pile Driver Hyperbaric Worker - Compressed Air Worker 60.01 - 64.00 PSI $87.85 5D 4C Kitsap jPile Driver Hyperbaric Worker - Compressed Air Worker 64.01 - 68.00 PSI $92.85 15D 4C Kitsap Pile Driver Hyperbaric Worker - Compressed Air Worker 68.01- 70.00 PSI $94.85 5D 4C Kitsap jPile Driver Hyperbaric Worker - Compressed Air Worker 70.01 - 72.00 PSI $96.85 15D 4C Kitsap Pile Driver Hyperbaric Worker - Compressed Air Worker 72.01 - 74.00 PSI $98.85 5D 4C Kitsap Pile Driver Journey Level $57.43 5D 14C Kitsap Plasterers Journey Level $54.89 7Q 11R Kitsap Playground & Park Equipment Installers Journey Level $11.00 1 Kitsap Plumbers & Pipefitters Journey Level $67.47 5A 1G Kitsap Power Equipment Operators Asphalt Plant Operators $60.49 7A 13C 8P Kitsap Power Equipment Operators Assistant Engineer $56.90 7A 13C 8P Kitsap Power Equipment Operators Barrier Machine (zipper) $59.96 7A 3C 8P Kitsap jPower Equipment Operators Batch Plant Operator, Concrete $59.96 7A 3C 8P Kitsap Power Equipment Operators Bobcat $56.90 7A 3C 8P Kitsap Power Equipment Operators Brokk - Remote Demolition Equipment $56.90 7A 3C 8P Kitsap Power Equipment Operators Brooms $56.90 17A 13C 18P Kitsap Power Equipment Operators Bump Cutter $59.96 7A 3C 8P Kitsap Power Equipment Operators Cableways $60.49 7A 3C 8P Kitsap IPower Equipment Operators Chipper $59.96 7A 13C 8P Kitsap Power Equipment Operators Compressor $56.90 7A 3C 8P Concrete Pump: Truck Mount With Kitsap I Power Equipment Operators Boom Attachment Over 42 M $60.49 7A 13C 8P Concrete Finish Machine -laser Kitsap Power Equipment Operators Screed $56.90 7A 3C 8P Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Kitsap Power Equipment Operators Pump High Pressure. $59.49 7A 3C 8P Concrete Pump: Truck Mount With Kitsap Power Equipment Operators Boom Attachment Up To 42m $59.96 7A 3C 8P Kitsap Power Equipment Operators Conveyors $59.49 7A 13C 8P Kitsap Power Equipment Operators Cranes Friction: 200 tons and over $62.33 7A 13C 8P Cranes: 20 Tons Through 44 Tons Kitsap Power Equipment Operators With Attachments $59.96 7A 3C 8P Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Kitsap IPower Equipment Operators Jib With Attachments) $61.10 7A 13C 8P Cranes: 200 tons- 299 tons, or 250SE"' of boom including jib with Kitsap Power Equipment Operators attachments $61.72 7A 3C 8P Cranes: 300 tons and over or 3005€"' of boom including jib with Kitsap I Power Equipment Operators attachments $62.33 7A 3C 8P Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib Kitsap Power Equipment Operators With Attachments) $60.49 7A 13C 8P Cranes: A -frame - 10 Tons And Kitsap I Power Equipment Operators Under $56.90 7A 3C 8P Cranes: Friction cranes through 199 Kitsap Power Equipment Operators tons $61.72 7A 3C 8P Cranes: Through 19 Tons With Kitsap I Power Equipment Operators Attachments A -frame Over 10 Tons $59.49 17A 3C 8P Kitsap Power Equipment Operators Crusher $59.96 7A 3C 8P Deck Engineer/deck Winches Kitsap Power Equipment Operators (power) $59.96 7A 3C 8P Kitsap Power Equipment Operators Derricks, On Building Work $60.49 7A 13C 8P Kitsap Power Equipment Operators Dozers D-9 & Under $59.49 7A 3C 8P Drill Oilers: Auger Type, Truck Or Kitsap Power Equipment Operators Crane Mount $59.49 7A 3C 8P Kitsap Power Equipment Operators Drilling Machine $61.10 7A 13C 8P Elevator And Man -lift: Permanent Kitsap Power Equipment Operators And Shaft Type $56.90 7A 13C 8P Finishing Machine, Bidwell And Kitsap Power Equipment Operators Gamaco & Similar Equipment $59.96 7A 3C 8P Forklift: 3000 Lbs And Over With Kitsap Power Equipment Operators Attachments $59.49 7A 13C 8P Forklifts: Under 3000 Lbs. With Kitsap Power Equipment Operators Attachments $56.90 7A 13C 8P Grade Engineer: Using Blue Prints, 13C Kitsap Power Equipment Operators Cut Sheets, Etc $59.96 7A 8P Kitsap Power Equipment Operators Gradechecker/stakeman $56.90 7A 3C 18P Kitsap Power Equipment Operators Guardrail Punch $59.96 7A 3C 813 Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Kitsap Power Equipment Operators Over $60.49 7A 13C 18P Hard Tail End Dump Articulating Off-road Equipment Under 45 Kitsap Power Equipment Operators Yards $59.96 7A 3C 8P Kitsap Power Equipment Operators Horizontal/directional Drill Locator $59.49 7A 13C 8P Horizontal/directional Drill 13C Kitsap Power Equipment Operators Operator $59.96 7A 8P Hydralifts/boom Trucks Over 10 Kitsap Power Equipment Operators Tons $59.49 7A 3C 8P Hydralifts/boom Trucks, 10 Tons Kitsap Power Equipment Operators And Under $56.90 7A 3C 8P Kitsap Power Equipment Operators Loader, Overhead 8 Yards. & Over $61.10 7A 3C 18P Loader, Overhead, 6 Yards. But Not Kitsap Power Equipment Operators Including 8 Yards $60.49 7A 3C 8P Kitsap Power Equipment Operators Loaders, Overhead Under 6 Yards $59.96 17A 13C 8P Kitsap Power Equipment Operators Loaders, Plant Feed $59.96 7A 3C 8P Kitsap Power Equipment Operators Loaders: Elevating Type Belt $59.49 7A 3C 8P Kitsap Power Equipment Operators Locomotives, All $59.96 7A 13C 8P Kitsap Power Equipment Operators Material Transfer Device $59.96 7A 3C 8P Kitsap Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $61.10 7A 3C 8P Kitsap Power Equipment Operators Motor Patrol Graders $60.49 7A 13C 8P Kitsap Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $60.49 7A 3C 8P Kitsap Power Equipment Operators Oil Distributors, Blower Distribution & Mulch Seeding Operator $56.90 7A 3C 8P Kitsap Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $59.49 7A 13C 8P Kitsap Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $59.96 7A 13C 8P Kitsap Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $61.10 7A 13C 8P Kitsap Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $60.49 7A 3C 18P Kitsap Power Equipment Operators Pavement Breaker $56.90 7A 3C 8P Kitsap IPower Equipment Operators Pile Driver (other Than Crane Mount) $59.96 7A 3C 8P Kitsap Power Equipment Operators Plant Oiler - Asphalt, Crusher $59.49 7A 13C 8P Kitsap Power Equipment Operators Posthole Digger, Mechanical $56.90 7A 3C 8P Kitsap IPower Equipment Operators Power Plant $56.90 7A 3C 8P Kitsap Power Equipment Operators Pumps - Water $56.90 7A 3C 8P Kitsap Power Equipment Operators Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Kitsap I Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $56.90 7A 13C 8P Kitsap Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving lEquipment $60.49 7A 3C 8P Kitsap Power Equipment Operators Rigger And Bellman $56.90 7A 3C 8P Kitsap Power Equipment Operators Rigger/Signal Person, Bellman (Certified) $59.49 7A 3C 8P Kitsap I Power Equipment Operators Rollagon $60.49 7A 13C 8P Kitsap Power Equipment Operators Roller, Other Than Plant Mix $56.90 7A 3C 8P Kitsap Power Equipment Operators Roller, Plant Mix Or Multi-lift Materials $59.49 7A 3C 8P Kitsap 1 Power Equipment Operators Roto-mill, Roto-grinder $59.96 7A 13C 8P Kitsap Power Equipment Operators Saws - Concrete $59.49 7A 13C 8P Kitsap Power Equipment Operators Scraper, Self Propelled Under 45 Yards $59.96 7A 3C 8P Kitsap 1 Power Equipment Operators Scrapers - Concrete & Carry All $59.49 7A 3C 8P Kitsap Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $60.49 7A 3C 8P Kitsap Power Equipment Operators Service Engineers - Equipment $59.49 7A 3C 8P Kitsap jPower Equipment Operators Shotcrete/gunite Equipment $56.90 7A 13C 8P Kitsap Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $59.49 7A 13C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $60.49 7A 3C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $59.96 7A3C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $61.10 7A 3C 8P Kitsap Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $61.72 7A 13C 8P Kitsap Power Equipment Operators Slipform Pavers $60.49 7A 3C 18P Kitsap Power Equipment Operators Spreader, Topsider & Screedman $60.49 7A 3C 8P Kitsap I Power Equipment Operators Subgrader Trimmer $59.96 7A 13C 8P Kitsap Power Equipment Operators Tower Bucket Elevators $59.49 7A 3C 8P Kitsap Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $61.10 7A 3C 8P Tower Crane: over 1755€TM through Kitsap Power Equipment Operators 2505€TM in height, base to boom $61.72 7A 3C 8P Tower Cranes: over 2505€TM in Kitsap Power Equipment Operators height from base to boom $62.33 7A 13C 8P Transporters, All Track Or Truck Kitsap Power Equipment Operators Type $60.49 7A 3C 8P Kitsap Power Equipment Operators Trenching Machines $59.49 7A 3C 8P Truck Crane Oiler/driver - 100 Tons Kitsap Power Equipment Operators And Over $59.96 7A 13C 8P Truck Crane Oiler/driver Under 100 13C Kitsap Power Equipment Operators Tons $59.49 7A 8P Kitsap Power Equipment Operators Truck Mount Portable Conveyor $59.96 7A 13C 8P Kitsap Power Equipment Operators Welder $60.49 7A 3C 8P Kitsap Power Equipment Operators Wheel Tractors, Farmall Type $56.90 7A 3C 8P Kitsap Power Equipment Operators Yo Yo Pay Dozer $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Asphalt Plant Operators $60.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Assistant Engineer $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Barrier Machine (zipper) $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Batch Plant Operator, Concrete $59.96 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Bobcat $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Brokk - Remote Demolition Kitsap Water Equipment $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Brooms $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Bump Cutter $59.96 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Cableways $60.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Chipper $59.96 7A 3C 18P Power Equipment Operators Underground Sewer & Kitsap Water Compressor $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Concrete Pump: Truck Mount With Kitsap lWater Boom Attachment Over 42 M $60.49 7A 13C 8P Power Equipment Operators Underground Sewer & Concrete Finish Machine -laser Kitsap Water Screed $56.90 7A 3C 8P Power Equipment Operators Concrete Pump - Mounted Or Underground Sewer & Trailer High Pressure Line Pump, Kitsap lWater Pump High Pressure. $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Concrete Pump: Truck Mount With Kitsap Water Boom Attachment Up To 42m $59.96 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Conveyors $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Cranes Friction: 200 tons and over $62.33 7A 13C 8P Power Equipment Operators Underground Sewer & Cranes: 20 Tons Through 44 Tons Kitsap lWater With Attachments $59.96 7A 3C 8P Power Equipment Operators Cranes: 100 Tons Through 199 Underground Sewer & Tons, Or 150' Of Boom (Including Kitsap Water Jib With Attachments) $61.10 7A 13C 8P Power Equipment Operators Cranes: 200 tons- 299 tons, or Underground Sewer & 250ACTM of boom including jib with Kitsap Water attachments $61.72 7A 3C 8P Power Equipment Operators Cranes: 300 tons and over or Underground Sewer & 300ACTM of boom including jib with Kitsap Water attachments $62.33 7A 3C 8P Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Underground Sewer & Under 150' Of Boom (including Jib Kitsap lWater With Attachments) $60.49 7A 3C 8P Power Equipment Operators Underground Sewer & Cranes: A -frame - 10 Tons And Kitsap Water Under $56.90 17A 13C 8P Power Equipment Operators Underground Sewer & Cranes: Friction cranes through 199 Kitsap Water tons $61.72 7A 3C 8P Power Equipment Operators Underground Sewer & Cranes: Through 19 Tons With Kitsap lWater Attachments A -frame Over 10 Tons $59.49 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Crusher $59.96 7A 3C 8P Power Equipment Operators Underground Sewer & Deck Engineer/deck Winches Kitsap lWater (power) $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Derricks, On Building Work $60.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Dozers D-9 & Under $59.49 7A 3C 18P Power Equipment Operators Underground Sewer & Drill Oilers: Auger Type, Truck Or Kitsap Water Crane Mount $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Drilling Machine $61.10 7A 13C 8P Power Equipment Operators Underground Sewer & Elevator And Man -lift: Permanent Kitsap Water And Shaft Type $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Finishing Machine, Bidwell And Kitsap lWater Gamaco & Similar Equipment $59.96 7A 3C 8P Power Equipment Operators Underground Sewer & Forklift: 3000 Lbs And Over With Kitsap Water Attachments $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Forklifts: Under 3000 Lbs. With Kitsap lWater Attachments $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Grade Engineer: Using Blue Prints, Kitsap Water Cut Sheets, Etc $59.96 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Gradechecker/stakeman $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Guardrail Punch $59.96 7A 3C 8P Power Equipment Operators Hard Tail End Dump Articulating Underground Sewer & Off- Road Equipment 45 Yards. & Kitsap Water Over $60.49 7A 3C 8P Power Equipment Operators Hard Tail End Dump Articulating Underground Sewer & Off-road Equipment Under 45 Kitsap lWater Yards $59.96 7A 3C 18P Power Equipment Operators Underground Sewer & Kitsap Water Horizontal/directional Drill Locator $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Horizontal/directional Drill Kitsap lWater Operator $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Hydralifts/boom Trucks Over 10 Kitsap Water Tons $59.49 7A 3C 18P Power Equipment Operators Underground Sewer & Hydralifts/boom Trucks, 10 Tons Kitsap Water And Under $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Loader, Overhead 8 Yards. & Over $61.10 7A 3C 8P Power Equipment Operators Underground Sewer & Loader, Overhead, 6 Yards. But Not Kitsap lWater Including 8 Yards $60.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Loaders, Overhead Under 6 Yards $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Loaders, Plant Feed $59.96 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Loaders: Elevating Type Belt $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Locomotives, All $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Material Transfer Device $59.96 7A 3C 8P Power Equipment Operators Underground Sewer & Mechanics, All (leadmen - $0.50 Kitsap lWater Per Hour Over Mechanic) $61.10 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Motor Patrol Graders $60.49 7A 3C 8P Power Equipment Operators Mucking Machine, Mole, Tunnel Underground Sewer & Drill, Boring, Road Header And/or Kitsap Water Shield $60.49 7A 3C 8P Power Equipment Operators Oil Distributors, Blower Underground Sewer & Distribution & Mulch Seeding Kitsap lWater Operator $56.90 7A 13C 8P Power Equipment Operators Underground Sewer & Outside Hoists (elevators And Kitsap Water Manlifts), Air Tuggers,strato $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Overhead, Bridge Type Crane: 20 Kitsap lWater Tons Through 44 Tons $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Overhead, Bridge Type: 100 Tons Kitsap Water And Over $61.10 7A 3C 8P Power Equipment Operators Underground Sewer & Overhead, Bridge Type: 45 Tons Kitsap lWater Through 99 Tons $60.49 7A 3C 18P Power Equipment Operators Underground Sewer & Kitsap Water Pavement Breaker $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Pile Driver (other Than Crane Kitsap lWater Mount) $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Posthole Digger, Mechanical $56.90 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Power Plant $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Pumps - Water $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Power Equipment Operators Underground Sewer & Quick Tower - No Cab, Under 100 Kitsap lWater Feet In Height Based To Boom $56.90 7A 3C 8P Power Equipment Operators Remote Control Operator On Underground Sewer & Rubber Tired Earth Moving Kitsap Water Equipment $60.49 17A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Rigger And Bellman $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Rigger/Signal Person, Bellman Kitsap lWater (Certified) $59.49 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Rollagon $60.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Roller, Other Than Plant Mix $56.90 7A 3C 18P Power Equipment Operators Underground Sewer & Roller, Plant Mix Or Multi -lift Kitsap Water Materials $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Roto -mill, Roto -grinder $59.96 17A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Saws - Concrete $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Scraper, Self Propelled Under 45 Kitsap lWater Yards $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Scrapers - Concrete & Carry All $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Scrapers, Self-propelled: 45 Yards Kitsap lWater And Over $60.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Service Engineers - Equipment $59.49 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Shotcrete/gunite Equipment $56.90 7A 3C 8P Power Equipment Operators Underground Sewer & Shovel , Excavator, Backhoe, Kitsap Water Tractors Under 15 Metric Tons. $59.49 7A 13C 8P Power Equipment Operators Underground Sewer & Shovel, Excavator, Backhoe: Over Kitsap lWater 30 Metric Tons To 50 Metric Tons $60.49 7A 3C 8P Power Equipment Operators Underground Sewer & Shovel, Excavator, Backhoes, Kitsap Water Tractors: 15 To 30 Metric Tons $59.96 17A 13C 18P Power Equipment Operators Underground Sewer & Shovel, Excavator, Backhoes: Over Kitsap Water 50 Metric Tons To 90 Metric Tons $61.10 7A 3C 8P Power Equipment Operators Underground Sewer & Shovel, Excavator, Backhoes: Over Kitsap lWater 90 Metric Tons $61.72 17A 3C 8P Power Equipment Operators Underground Sewer & Kitsap Water Slipform Pavers $60.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Spreader, Topsider & Screedman $60.49 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Subgrader Trimmer $59.96 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Tower Bucket Elevators $59.49 7A 13C 8P Power Equipment Operators Underground Sewer & Tower Crane Up To 175' In Height Kitsap Water Base To Boom $61.10 7A 3C 8P Power Equipment Operators Underground Sewer & Tower Crane: over 1755€TM through Kitsap lWater 250ACTM in height, base to boom $61.72 7A 13C 8P Power Equipment Operators Underground Sewer & Tower Cranes: over 2505€TM in Kitsap Water height from base to boom $62.33 7A 3C 813 Power Equipment Operators Underground Sewer & Transporters, All Track Or Truck Kitsap lWater Type $60.49 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Trenching Machines $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Truck Crane Oiler/driver - 100 Tons Kitsap lWater And Over $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Truck Crane Oiler/driver Under 100 Kitsap Water Tons $59.49 7A 3C 8P Power Equipment Operators Underground Sewer & Kitsap lWater Truck Mount Portable Conveyor $59.96 7A 13C 8P Power Equipment Operators Underground Sewer & Kitsap Water Welder $60.49 7A 3C 813 Kitsap Power Equipment Operators Underground Sewer & Water Wheel Tractors, Farmall Type $56.90 7A 3C 8P Kitsap Power Equipment Operators Underground Sewer & lWater Yo Yo Pay Dozer $59.96 7A 13C 8P Kitsap Power Line Clearance Tree Trimmers Journey Level In Charge $48.54 5A 14A Kitsap Power Line Clearance Tree Trimmers Spray Person $46.03 5A 14A Kitsap Power Line Clearance Tree ITrimmers Tree Equipment Operator $48.54 5A 14A Kitsap Power Line Clearance Tree Trimmers Tree Trimmer $43.32 5A 14A Kitsap Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $32.68 5A 4A Kitsap Refrigeration & Air lConclitioning Mechanics Mechanic $67.47 5A 1G Kitsap Residential Brick Mason Journey Level $17.04 1 Kitsap Residential Carpenters Journey Level $42.86 SD 4C Kitsap Residential Cement Masons Journey Level $30.87 1 Kitsap Residential Drywall Applicators Journey Level $42.86 5D 14C Kitsap Residential Drywall Tapers Journey Level $20.00 1 Kitsap Residential Electricians Journey Level $27.00 1 Kitsap Residential Glaziers Journey Level $60.56 7L 1Y Kitsap Residential Insulation jApplicators Journey Level $13.96 1 Kitsap Residential Laborers Journey Level $16.89 1 Kitsap Residential Marble Setters Journey Level $17.04 1 Kitsap Residential Painters Journey Level $19.52 1 Kitsap Residential Plumbers & jPipefitters Journey Level $21.11 1 Kitsap Residential Refrigeration & Air Conditioning Mechanics Journey Level $17.64 1 Kitsap Residential Sheet Metal lWorkers Journey Level (Field or Shop) $28.95 1 Kitsap Residential Soft Floor Layers Journey Level $19.38 1 Kitsap Residential Sprinkler Fitters (Fire Protection) Journey Level $27.74 1 Kitsap lResidential Stone Masons lJourney Level $55.82 5A 1M Kitsap Residential Terrazzo Workers Journey Level $11.00 1 Kitsap Residential Terrazzo/Tile Finishers Journey Level $30.26 1 Kitsap I Residential Tile Setters Journey Level $31.14 1 Kitsap Roofers Journey Level $49.27 5A 3H Kitsap Roofers Using Irritable Bituminous Materials $52.27 5A 3H Kitsap Sheet Metal Workers Journey Level (Field or Shop) $78.17 7F 1E Kitsap iShipbuilding & Ship Repair CARPENTER $19.29 1 Kitsap Shipbuilding & Ship Repair ELECTRICIAN $25.53 1 Kitsap Shipbuilding & Ship Repair Heat & Frost Insulator $67.93 5.1 4H Kitsap IShipbuilding & Ship Repair Laborer $19.64 1 Kitsap Shipbuilding & Ship Repair MACHINIST $19.29 1 Kitsap Shipbuilding & Ship Repair OPERATOR $19.44 1 Kitsap IShipbuilding & Ship Repair Painter $41.60 6Z 2B Kitsap Shipbuilding & Ship Repair PIPEFITTER $19.29 1 Kitsap Shipbuilding & Ship Repair RIGGER $19.29 1 Kitsap IShipbuilding & Ship Repair Sheet Metal $22.21 1 Kitsap Shipbuilding & Ship Repair SHIPFITTER $19.29 1 Kitsap Shipbuilding & Ship Repair WELDER/BURNER $19.29 1 Kitsap Sign Makers & Installers (Electrical) Journey Level $20.58 1 Kitsap Sign Makers & Installers (Non -Electrical) Journey Level $11.00 1 Kitsap Soft Floor Layers Journey Level $47.61 5A 13D Kitsap ISolar Controls For Windows Journey Level $11.00 1 Kitsap Sprinkler Fitters (Fire Protection) Journey Level $74.49 5C 1X Kitsap Stage Rigging Mechanics (Non Structural) Journey Level $13.23 1 Kitsap Stone Masons Journey Level $55.82 5A 1M Kitsap Street And Parking Lot Sweeper Workers liourney Level $16.00 1 Assistant Construction Site Kitsap Surveyors Surveyor $59.49 7A 3C 8P Kitsap Surveyors Chainman $58.93 7A 3C 8P Kitsap Surveyors Construction Site Surveyor $60.49 7A 3C 8P Telecommunication Kitsap ITechnicians Journey Level $45.07 7E 11E Telephone Line Construction Kitsap - Outside Cable Splicer $38.84 5A 2B Telephone Line Construction Kitsap - Outside Hole Digger/Ground Person $21.45 5A 2B Telephone Line Construction Kitsap - Outside Installer (Repairer) $37.21 5A 12B Telephone Line Construction 12B Kitsap - Outside Special Aparatus Installer 1 $38.84 5A Telephone Line Construction 12B Kitsap - Outside Special Apparatus Installer II $38.03 5A Telephone Line Construction Telephone Equipment Operator 12B Kitsap - Outside (Heavy) $38.84 5A Telephone Line Construction Telephone Equipment Operator 12B Kitsap - Outside (Light) $36.09 5A Telephone Line Construction 12B Kitsap - Outside Telephone Lineperson $36.09 5A Telephone Line Construction 12B Kitsap - Outside Television Groundperson $20.33 5A Telephone Line Construction 12B Kitsap - Outside Television Lineperson/Installer $27.21 5A Telephone Line Construction Kitsap - Outside Television System Technician $32.55 5A 2B Telephone Line Construction Kitsap - Outside Television Technician $29.18 5A 2B Telephone Line Construction Kitsap - Outside Tree Trimmer $36.09 5A 12B Kitsap Terrazzo Workers Journey Level $51.36 5A 1M Kitsap Tile Setters Journey Level $51.36 5A 1M Tile, Marble & Terrazzo Kitsap Finishers Journey Level $12.00 1 Kitsap Traffic Control Stripers Journey Level $44.93 7A 11K Asphalt Mix Over 16 Yards (W. WA- 13A Kitsap Truck Drivers Joint Council 28) $52.70 5D 8L Asphalt Mix To 16 Yards (W. WA- Kitsap Truck Drivers Joint Council 28) $51.86 5D 3A 8L Kitsap Truck Drivers Dump Truck $19.60 1 Kitsap Truck Drivers Dump Truck And Trailer $19.60 1 Kitsap Truck Drivers Other Trucks $18.37 1 Kitsap Truck Drivers Transit Mixer $20.79 1 Well Drillers & Irrigation Kitsap Pump Installers lirrigation Pump Installer $13.17 1 Well Drillers & Irrigation Kitsap Pump Installers Oiler $14.08 1 Well Drillers & Irrigation Kitsap Pump Installers Well Driller $14.40 1 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2) hours before or after a five -eight (8) hour workweek day or a four -ten (10) hour workweek day and the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four - ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. 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. Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten- hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued 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. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. 4 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Overtime Codes Continued D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1'/z) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. Holiday Codes A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One -Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half - Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued 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. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued I. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. 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. F1 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued 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 D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. 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. 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. 2 Benefit Code Key — Effective 8/31/2017 thru 3/2/2018 Note Codes Continued U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' - $1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'. 10 Washington State Department of Labor and Industries Policy Statement (Regarding the Production of "Standard" or "Non-standard" Items) Below is the department's (State L&I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non-standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non -covered workers shall be directed to State L&I at (360) 902-5330. Supplemental to Wage Rates 1 08/31/2017 Edition, Published August 1St, 2017 WSDOT's Predetermined List for Suppliers - Manufactures - Fabricator Below is a list of potentially prefabricated items, originally furnished by WSDOT to Washington State Department of Labor and Industries, that may be considered non- standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non-standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L&I's policy statement. ITEM DESCRIPTION YES NO 1. Metal rectangular frames, solid metal covers, herringbone grates, and bi-directional vaned grates for Catch Basin X Types 1, 1 L, 1 P, and 2 and Concrete Inlets. See Std. Plans 2. Metal circular trames (rings) and covers, circular grates, and prefabricated ladders for Manhole Types 1, 2, and 3, X Drywell Types 1, 2, and 3 and Catch Basin Type 2. See Std. Plans 3. Prefabricated steel grate supports and welded grates, metal frames and dual vaned grates, and Type 1, 2, and X 3 structural tubing grates for Drop Inlets. See Std. Plans. 4. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. )( 5. Concrete Pipe - Plain Concrete pipe and reinforced concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X 6. Corrugated Steel Pipe - Steel lock seam corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated pipe j for culverts and storm sewers, sizes 30 inch to 120 inches in X diameter. May also be treated, #5. Supplemental to Wage Rates 2 08/31/2017 Edition, Published August 1st, 2017 ITEM DESCRIPTION YES NO 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. X See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail �I conforming to the type and material specifications set forth in the X contract plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). 10. Major Structural Steel Fabrication - Fabrication of major steel items such as trusses, beams, girders, etc., for bridges. X 11. Minor Structural Steel Fabrication - Fabrication of minor steel Items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, etc., involving welding, cutting, punching and/or X boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9-28.14(3). 13. Concrete Piling--Precast-Prestressed concrete piling for use as 55 and 70 ton concrete piling. Concrete to conform to X Section 9-19.1 of Std. Spec.. 14. Precast Mannose i ypes 1, 2, and 3 wan cones, aajustment X sections and flat top slabs. See Std. Plans. 15. Precast Drywell Types 1, 2, and with cones and adjustment Sections. X See Std. Plans. 16. Precast Catch Basin - Catch Basin type 1, 1 L, 1P, and 2 With adjustment sections. See Std. Plans. X Supplemental to Wage Rates 3 08/31/2017 Edition, Published August 1St, 2017 ITEM DESCRIPTION YES NO 17. Precast Concrete Inlet - with adjustment sections, See Std. Plans X 18. Precast Drop Inlet Type 1 and 2 with metal grate supports. See Std. Plans. X 19. Precast Grate Inlet Type 2 with extension and top units. See Std. Plans X 20. Metal frames, vaned grates, and hoods for Combination Inlets. See Std. Plans X 21. Precast Concrete Utility Vaults - Precast Concrete utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction )( requirements. Shop drawings are to be provided for approval prior to casting 22. Vault Risers - For use with Valve Vaults and r Utilities X X Vaults. j 23. Valve Vault - For use with underground utilities. X See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as X permanent barrier. 25. Reinforced Earth Wall Panels — Reinforced Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. X Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls - tilt -up wall panel in size and shape as shown in Plans. X Fabrication plant has annual approval for methods and materials to be used Supplemental to Wage Rates 4 08/31/2017 Edition, Published August 1St, 2017 ITEM DESCRIPTION 27. Precast Railroad Crossings - Concrete Crossing Structure Slabs. 9 _ Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed Girder — Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A YES NO 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided x for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 31. Prestressed Precast Hollow -Core Slab — Precast Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided x for approval prior to casting girders. See Std. Spec. Section 6-02.3(25)A 33. Monument Case and Cover See Std. Plan. Supplemental to Wage Rates 5 08/31/2017 Edition, Published August 1St, 2017 ITEM DESCRIPTION YES NO 34. Cantilever Sign Structure - Cantilever Sign Structure fabricated from steel tubing meeting AASHTO-M-183. See Std. Plans, and Contract Plans for details. The steel structure X shall be galvanized after fabrication in accordance with AASHTO-M-111. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. 36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel tubing meeting AASHTO-M-138 for Aluminum Alloys. See Std. Plans, and Contract Plans for details. The steel structure x shall be galvanized after fabrication in accordance with AASHTO-M-111. 37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std Plans. Shop drawings for approval are to be provided prior to fabrication 38. Light Standard -Prestressed - Spun, prestressed, hollow concrete poles. X 39. Light Standards - Lighting Standards for use on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plans. See Specia X Provisions for pre -approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for use on highway and/or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. X Plans. See Special Provisions fo_rre-a proved drawin s 41. Precast Concrete Sloped Mountable Curb (Single and DualFaced) X See Std. Plans. Supplemental to Wage Rates 6 08/31/2017 Edition, Published August 1St, 2017 ITEM DESCRIPTION YES NO 42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs, the sources of the following materials must be submitted and approved for reflective sheeting, legend material, and aluminum X sheeting. NOTE: *** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed _ Custom Std Signing Message Message ' 43. Cutting & bending reinforcing steel 44. Guardrail components X X - -_- — Custom Standard __End Sec Sec 45. Aggregates/Concrete mixes Covered by WAC 296-127-018 46. Asphalt Covered by WAC 296-127-018 47. Fiber fabrics - X 48. Electrical wiring/components X 49. treated or untreated timber pile X 50. Girder pads (elastomeric bearing) X 51. Standard Dimension lumber X 52. Irrigation components X Supplemental to Wage Rates 7 08/31/2017 Edition, Published August 1St, 2017 ITEM DESCRIPTION YES NO 53. Fencing materials X 54. Guide Posts - X 55. Traffic Buttons --'' X 56. Epoxy X 57. Cribbing - 58. Water distribution materials X 59. 60. 61. Steel "H" piles Steel pipe for concrete pile casings Steel pile tips, standard X X X 62. Steel pile tips, custom X �i Prefabricated items specifically produced for public works projects that are prefabricated in a county other than the county wherein the public works project is to be completed, the wage for the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual prefabrication takes place. It is the manufacturer of the prefabricated product to verify that the correct county wage rates are applied to work they perform. See RCW 39.12.010 (The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department interprets this phrase to mean the actual work site. Supplemental to Wage Rates 8 08/31/2017 Edition, Published August 1St, 2017 WSDOT's List of State Occupations not applicable to Heavy and Highway Construction Projects This project is subject to the state hourly minimum rates for wages and fringe benefits in the contract provisions, as provided by the state Department of Labor and Industries. The following list of occupations, is comprised of those occupations that are not normally used in the construction of heavy and highway projects. When considering job classifications for use and / or payment when bidding on, or building heavy and highway construction projects for, or administered by WSDOT, these Occupations will be excepted from the included "Washington State Prevailing Wage Rates For Public Work Contracts" documents. • Building Service Employees • Electrical Fixture Maintenance Workers • Electricians - Motor Shop • Heating Equipment Mechanics • Industrial Engine and Machine Mechanics • Industrial Power Vacuum Cleaners • Inspection, Cleaning, Sealing of Water Systems by Remote Control • Laborers - Underground Sewer & Water • Machinists (Hydroelectric Site Work) • Modular Buildings • Playground & Park Equipment Installers • Power Equipment Operators - Underground Sewer & Water • Residential *** ALL ASSOCIATED RATES *** • Sign Makers and Installers (Non -Electrical) • Sign Makers and Installers (Electrical) • Stage Rigging Mechanics (Non Structural) The following occupations may be used only as outlined in the preceding text concerning "WSDOT's list for Suppliers - Manufacturers - Fabricators" • Fabricated Precast Concrete Products • Metal Fabrication (In Shop) Definitions for the Scope of Work for prevailing wages may be found at the Washington State Department of Labor and Industries web site and in WAC Chapter 296-127. Supplemental to Wage Rates 9 08/31/2017 Edition, Published August 1St, 2017 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) WAC 296-127-018 Agency filings affecting this section Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above -listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii) Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean-up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. Supplemental to Wage Rates 10 08/31/2017 Edition, Published August 1St, 2017 (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an off-site facility shall be paid the applicable prevailing wage rates for the county in which the off-site facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, § 296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and 4/1/92, effective 8/31/92.] Supplemental to Wage Rates 11 08/31/2017 Edition, Published August 1St, 2017 APPENDIX D FEDERAL DAVIS-BACON WAGE DETERMINATION General Decision Number: WA170001 10/13/2017 WA1 Superseded General Decision Number: WA20160001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the E0, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/06/2017 1 01/13/2017 2 02/03/2017 3 02/10/2017 4 03/03/2017 5 04/14/2017 6 05/19/2017 7 06/02/2017 8 06/09/2017 9 06/16/2017 10 06/30/2017 11 07/21/2017 12 07/28/2017 13 08/25/2017 14 09/15/2017 15 09/29/2017 16 10/13/2017 CARPOOOI-008 06/01/2017 Rates Fringes CARPENTER GROUP 1 .....................$ 32.32 16.14 GROUP 2 .....................$ 43.42 18.44 GROUP 3 .....................$ 33.41 16.14 GROUP 4 .....................$ 32.32 16.14 GROUP 5 .....................$ 75.16 16.14 GROUP 6 .....................$ 36.58 16.14 GROUP 7 .....................$ 37.58 16.14 GROUP 8 .....................$ 34.41 16.14 GROUP 9 .....................$ 40.58 16.14 CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter GROUP 2: Millwright, machine erector GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge carpenters GROUP 5: Diver Wet GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby, Bell/Vehicle or Submersible operator Not Under Pressure GROUP 8: Assistant Tender, ROV Tender/Technician GROUP 9: Manifold Operator -Mixed Gas ZONE PAY: ZONE 1 0-40 MILES FREE ZONE 2 41-65 MILES $2.25/PER HOUR ZONE 3 66-100 MILES $3.25/PER HOUR ZONE 4 OVER 100 MILES $4.75/PER HOUR DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite). CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite). DEPTH PAY FOR DIVERS BELOW WATER SURFACE: 50-100 feet $2.00 per foot 101-150 feet $3.00 per foot 151-220 feet $4.00 per foot 221 feet and deeper $5.00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 feet Free 26-300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. HAZMAT PROJECTS: Anyone working on a HAZMAT job (task), where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- CARP0003-006 10/01/2011 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA AND WAHKIAKUM COUNTIES and INCLUDES THE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZONE DESCRIPTION FOR CITIES BASE POINTS ZONE 1: Rates Fringes Carpenters: CARPENTERS ..................$ 32.04 14.18 DIVERS TENDERS ..............$ 36.34 14.18 DIVERS ......................$ 77.08 14.18 DRYWALL .....................$ 27.56 14.18 MILLWRIGHTS .................$ 32.19 14.18 PILEDRIVERS .................$ 33.04 14.18 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates): Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities CARP0770-003 06/01/2015 Rates Fringes CARPENTER CENTRAL WASHINGTON: CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL ...................$ 40.46 13.66 CARPENTERS .................$ 40.36 13.66 DIVERS TENDER ..............$ 35.02 14.00 DIVERS .....................$ 73.44 14.00 MILLWRIGHT AND MACHINE ERECTORS ...................$ 41.86 13.66 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRE50TE TREATED MATERIAL, ALL PILING ....... $ 40.61 13.66 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 4S radius miles $1.50/hour CARP0770-006 06/01/2016 Rates Fringes CARPENTER WESTERN WASHINGTON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES BRIDGE CARPENTERS .......... $ 40.92 14.59 CARPENTERS ON CREOSOTE MATERIAL ...................$ 40.46 13.66 CARPENTERS .................$ 40.92 14.59 DIVERS TENDER ..............$ 44.67 13.66 DIVERS .....................$ 93.56 13.66 MILLWRIGHT AND MACHINE ERECTORS ...................$ 41.86 13.66 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING ....... $ 40.61 13.66 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour ---------------------------------------------------------------- ELECO046-001 02/06/2017 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER ....................$ 46.87 3%+15.96 ELECTRICIAN ......................$ 47.56 3%+19.31 ---------------------------------------------------------------- * ELECO048-003 01/01/2017 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER ....................$ 44.22 21.50 ELECTRICIAN ......................$ 40.20 22.18 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ---------------------------------------------------------------- ELECO048-029 01/01/2017 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER ....................$ 44.22 21.50 ELECTRICIAN ......................$ 40.20 22.18 ---------------------------------------------------------------- ELECO073-001 07/01/2017 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 34.10 16.68 ELECTRICIAN ......................$ 32.75 18.13 ---------------------------------------------------------------- ELECO076-002 08/30/2017 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER ....................$ 40.05 24.49 ELECTRICIAN ......................$ 37.86 24.43 ---------------------------------------------------------------- ELECO112-005 06/01/2017 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER ....................$ 42.95 20.06 ELECTRICIAN ......................$ 40.90 20.06 ---------------------------------------------------------------- ELECO191-003 06/01/2017 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER ....................$ 44.23 17.73 ELECTRICIAN ......................$ 43.45 19.69 ---------------------------------------------------------------- ELECO191-004 06/01/2017 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER ....................$ 40.82 17.63 ELECTRICIAN ......................$ 40.65 19.59 ---------------------------------------------------------------- ENGI0302-003 06/01/2017 CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN), SAN ]UNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES Zone 1 (0-25 radius miles): Rates Fringes POWER EQUIPMENT OPERATOR Group 1A ...................$ 41.90 19.20 Group 1AA..................$ 42.52 19.20 Group 3AAA.................$ 43.13 19.20 Group 1 .....................$ 41.29 19.20 Group 2 .....................$ 40.76 19.20 Group 3 .....................$ 40.29 19.20 Group 4 .....................$ 37.70 19.20 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes -over 300 tons, or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers -self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper); Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -overhead, bridge type -20 tons through 44 tons; Chipper; Concrete Pump -truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power); Drilling machine; Excavator, shovel, backhoe-3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders -overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics -all; Mixers -asphalt plant; Motor patrol graders -finishing; Piledriver (other than crane mount); Roto-mill,roto-grinder; Screedman, spreader, topside operator -Slaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self propelled, hard tail end dump, articulating off-road equipment -under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine -shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A -frame crane over 10 tons; Drill oilers -auger type, truck or crane mount; Dozers -D-9 and under; Forklift -3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader -elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps -concrete; Roller, plant mix or multi -lift materials; Saws -concrete; Scrpers-concrete and carry -all; Service engineer -equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine-laser screed; Cranes -A frame -10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus $ .25 per hour. H-3 Class "B" Suit - Base wage rate plus $ .50 per hour. H-4 Class "A" Suit - Base wage rate plus $ .75 per hour. -------------------------------------------------------- ENGI0370-002 06/01/2017 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1 .....................$ 27.11 15.20 GROUP 2 .....................$ 27.43 15.20 GROUP 3 .....................$ 28.04 15.20 GROUP 4 .....................$ 28.20 15.20 GROUP 5 .....................$ 28.36 15.20 GROUP 6 .....................$ 28.64 15.20 GROUP 7 .....................$ 28.91 15.20 GROUP 8 .....................$ 30.01 15.20 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power); Deck Hand; Fireman & Heater Tender; Hydro -seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler -Driver (CLD required) & Cable Tender, Mucking Machine GROUP 2: A -frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra -lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable -concrete); Pavement Breaker, Hydra -Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self-propelled); Railroad Power Tamper Operator (self-propelled); Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete); Spreader Box (self-propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator GROUP 3: A -frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over 1000 ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt -Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat (Skid Steer); Boring Machine (earth); Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt -type Loader (Euclid, Barber Green & similar); Elevating Grader -type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet); Soil Stabilizer (P & H or similar); Spreader Machine; Dozer/Tractor (up to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front-end, under 4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton); Rubber -tired Skidders (R/T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re -screening); Vacuum Drill (reverse circulation drill under 8 inch bit) GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes (25 tons & under), all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons); Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self-propelled); Refrigeration Plant Engineer (1000 tons & over); Signalman (Whirleys, Highline Hammerheads or similar); Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments); Cable Controller (dispatcher); Compactor (self-propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons), all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad -Track or similar equipment; Rollerman (finishing asphalt pavement); Roto Mill (pavement grinder); Scrapers, all, rubber -tired; Screed Operator; Shovel(under 3 yds.); Trenching Machines (7 ft. depth & over); Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator (REcycle Train); Lime Brain Operator (Recycle Train); Mobile Crusher Operator (Recycle Train) GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons), all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over); Elevating Belt (Holland type); Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar); Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber -tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly and5imilar); Ultra High Pressure Wateriet Cutting Tool System Operator (30,000 psi); Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower), all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over); Helicopter Pilot BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ----------------------- ENGI0612-012 06/01/2014 LEWIS,PIERCE, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles): Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A ...................$ 38.39 17.40 GROUP 1AA..................$ 38.96 17.40 GROUP 1AAA.................$ 39.52 17.40 GROUP 1 .....................$ 37.84 17.40 GROUP 2 .....................$ 37.35 17.40 GROUP 3 .....................$ 36.93 17.40 GROUP 4 .....................$ 34.57 17.40 Zone Differential (Add to Zone 1 rates): Zone 2 (26-45 radius miles) _ $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes -over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders -overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments); Crane -overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers - self -propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper); Batch Plant Operator - concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane -Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump -truck mount with boom attachment; Crusher; Deck engineer/deck winches (power); Drilling machine; Excavator, shovel, backhoe -3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders -plant feed; Locomotives -all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount); Roto -mill, roto - grinder; Screedman, spreader, topside operator -Slaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper -self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine -shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane -A -frame over 10 tons; Drill oilers -auger type, truck or crane mount; Dozer -D-9 and under; Forklift -3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists -(elevators and manlifts), air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders -elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump -Concrete; Roller, plant mix or multi-lfit materials; Saws -concrete; Scrapers, concrete and carry all; Service engineers -equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine -laser screed; Cranes A -frame 10 tons and under; Elevator and manlift (permanent and shaft type); Forklifts -under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger -mechanical; Power plant; Pumps -water; Rigger and Bellman; Roller -other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing, Class "D" Suit - Base wage rate plus $ .50 per hour. H-2 Class "C" Suit - Base wage rate plus $1.00 per hour. H-3 Class "B" Suit - Base wage rate plus $1.50 per hour. H-4 Class "A" Suit - Base wage rate plus $2.00 per hour. ---------------------------------------------------------------- ENGI0701-002 01/01/2015 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS Group 1 Concrete Batch Plan and or Wet mix three (3) units or more; Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred (200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments); Crane, Tower Crane with one hundred seventy five foot (175') tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over; Helicopter when used in erecting work Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1 .....................$ 39.47 14.10 GROUP 1A ....................$ 41.44 14.10 GROUP 1B ....................$ 43.42 14.10 GROUP 2 .....................$ 37.58 14.10 GROUP 3 .....................$ 36.44 14.10 GROUP 4 .....................$ 35.36 14.10 GROUP 5 .....................$ 34.13 14.10 GROUP 6 .....................$ 30.94 14.10 Zone Differential (add to Zone 1 rates): Zone 2 - $3.00 Zone 3 - $6.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens "Blast Zone" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS Group 1 Concrete Batch Plan and or Wet mix three (3) units or more; Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred (200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments); Crane, Tower Crane with one hundred seventy five foot (175') tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over; Helicopter when used in erecting work Group 1A Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine (299) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175') tower or over two hundred foot (200') jib; Crane, tower Crane on rail system or 2nd tower or more in work radius Group 1B Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over Group 2 Asphalt Plant (any type); Asphalt Roto -Mill, pavement profiler eight foot (8') lateral cut and over; Auto Grader or "Trimmer"; Blade, Robotic; Bulldozer, Robotic Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150') boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton; Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200') of boom (including jib inserts and/or attachments); Crane, fifty (50) ton through eighty nine (89) ton with over one hundred fifty foot (150') boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size Group 3 Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.; Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150') boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three (3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand (120,000) lbs. Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto -Mill, pavement profiler, under eight foot (8') lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine; Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable -Plow (any type); Cableway up to twenty five (25) ton; Cat Drill (John Henry); Chippers; Compactor, multi -engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile; Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred (100) ton; Crane, Floating Clamshell, Dragline, etc. Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100') in height and less than one hundred fifty foot (150') jib (on rail included); Diesel -Electric Engineer (Plant or Floating); Directional Drill over twenty thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade -all; Guardrail Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self -unloading; Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane type); Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi -Purpose; Rubber -tired Dozers and Pushers; Scraper, all types; Side -Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber -tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris); Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine; Ultra High Pressure Water Jet Cutting Tool System Operator; Vacuum Blasting Machine Operator; Water pulls, Water wagons Group 5 Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto -Mill pavement profiler ground man; Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work; Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator; Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less; Concrete, Planer; Concrete, Pump; Concrete, Pump Truck; Concrete, Pumperete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20,000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs.; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber -tired type, less than twenty five thousand (25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self -Propelled; Tractor, Rubber -Tired, fifty (50) HP flywheel and under; Trenching Machine Operator, maximum digging capacity three foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc. Group 6 Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler; Boatman; Bobcat, skid steed (less than one (1) yard); Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler; Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator; Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt); Truck, Crane Oiler -Driver ---------------------------------------------------------------- IRON0014-005 07/01/2016 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER .......................$ 32.89 24.56 ---------------------------------------------------------------- IRON0029-002 07/01/2015 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER .......................$ 34.12 23.04 ---------------------------------------------------------------- IRON0086-002 07/01/2016 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER .......................$ 32.89 24.56 ---------------------------------------------------------------- IRON0086-004 07/01/2016 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER .......................$ 40.52 24.71 ---------------------------------------------------------------- LAB00238-004 06/01/2017 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean-up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material); Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers); Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non-mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter); Nozzleman (to include squeeze and Rates Fringes LABORER (PASCO) GROUP 1 .....................$ 24.66 11.30 GROUP 2 .....................$ 26.76 11.30 GROUP 3 .....................$ 27.03 11.30 GROUP 4 .....................$ 27.30 11.30 GROUP 5 .....................$ 27.58 11.30 LABORER (SPOKANE) GROUP 1 .....................$ 24.66 11.30 GROUP 2 .....................$ 26.76 11.30 GROUP 3 .....................$ 27.03 11.30 GROUP 4 .....................$ 27.30 11.30 GROUP 5 .....................$ 27.58 11.30 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson); Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean-up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine,6 inches and smaller); Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material); Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers); Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal); Miner, Class "A" (to include all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper); Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel); Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Track Laborer (RR); Truck Loader; Well -Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non-mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical "splash suit" and air purifying respirator); Jackhammer Operator; Miner, Class "B" (to include brakeman, finisher, vibrator, form setter); Nozzleman (to include squeeze and flo-crete nozzle); Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers); Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled); Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high); Gunite (to include operation of machine and nozzle); Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Laser Beam Operator (to include grade checker and elevation control); Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels); Monitor Operator (air track or similar mounting); Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs., jet blast machine power propelled, sandblast nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer); Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line); Miner Class "D", (to include raise and shaft miner, laser beam operator on riases and shafts) ---------------------------------------------------------------- LAB00238-006 06/01/2017 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier ......................$ 26.76 11.30 ---------------------------------------------------------------- LAB00252-010 06/01/2017 CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC (EXCLUDING SOUTHWEST), PIERCE, AND THURSTON COUNTIES Rates Fringes LABORER GROUP 1 .....................$ 24.85 10.99 GROUP 2 .....................$ 28.45 10.99 GROUP 3 .....................$ 35.54 10.99 GROUP 4 .....................$ 36.41 10.99 GROUP 5 .....................$ 36.99 10.99 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Filer; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (aver 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). ---------------------------------------------------------------- LAB00292-008 06/01/2017 ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES Rates Fringes LABORER GROUP 1 .....................$ 24.85 10.99 GROUP 2 .....................$ 28.45 10.99 GROUP 3 .....................$ 35.54 10.99 GROUP 4 .....................$ 36.41 10.99 GROUP 5 .....................$ 36.99 10.99 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). ---------------------------------------------------------------- LAB00335-001 06/01/2017 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1 ....................$ 31.36 10.89 GROUP 2 ....................$ 32.01 10.89 GROUP 3 ....................$ 32.49 10.89 GROUP 4 ....................$ 32.90 10.89 GROUP 5 ....................$ 28.68 10.89 GROUP 6 ....................$ 26.07 10.89 GROUP 7 ....................$ 22.62 10.89 Zone Differential (Add to Zone 1 rates): Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change -House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages); General Laborers; Hazardous Waste worker; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at job site); Tunnel Bullgang (above ground); Weight -Man- Crusher (aggregate when used) GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake -Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber -mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring -down, or sloping and stripping); Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling); Pumperete Nozzlemen; Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel -Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls); Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying) -applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman -Dinky Locomotive -Tunnel; Powderman-Tunnel; Shield Operator -Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers ------------------------------------------ LAB00335-019 09/01/2013 Rates Fringes Hod Carrier ......................$ 30.47 10.05 ---------------------------------------------------------------- LAB00348-003 06/01/2017 CHELAN, DOUGLAS (W OF 12TH MERIDIAN), KITTITAS, AND YAKIMA COUNTIES Rates Fringes LABORER GROUP 1 .....................$ 21.21 10.99 GROUP 2 .....................$ 24.31 10.99 GROUP 3 .....................$ 26.60 10.99 GROUP 4 .....................$ 27.24 10.99 GROUP 5 .....................$ 27.70 10.99 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). LAB00440-001 06/01/2017 KING COUNTY Rates Fringes LABORER GROUP 1 .....................$ 24.85 10.99 GROUP 2 .....................$ 28.45 10.99 GROUP 3 .....................$ 35.54 10.99 GROUP 4 .....................$ 36.41 10.99 GROUP 5 .....................$ 36.99 10.99 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES): ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material); Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical "splash suit" and air purifying respirator); Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site); Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper -Paving; Chipping Gun (over 30 lbs.); Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac); Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level 8: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical "splash suit"); High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster); Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type); Pipe Wrapper; Power Jacks; Railroad Spike Puller -Power; Raker -Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft); Spreader (concrete); Tamper and Similar electric, air and glas operated tool; Timber Person -sewer (lagger shorer and cribber); Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line). ---------------------------------------------------------------- PAIN0005-002 07/01/2017 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS ....................$ 29.50 15.43 ---------------------------------------------------------------- PAIN0005-004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER ..........................$ 20.82 7.44 ---------------------------------------------------------------- * PAIN0005-006 07/01/2017 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes PAINTER Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting ............ $ 30.29 11.10 Over 30'/Swing Stage Work..$ 22.20 7.98 Brush, Roller, Striping, Steam -cleaning and Spray .... $ 25.19 11.10 Lead Abatement, Asbestos Abatement ...................$ 21.50 7.98 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ---------------------------------------------------------------- PAIN0055-003 07/01/2017 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes PAINTER Brush & Roller ..............$ 23.02 11.02 High work - All work 60 ft. or higher ...............$ 23.77 11.02 Spray and Sandblasting ...... $ 23.02 11.02 ---------------------------------------------------------------- PAIN0055-006 07/01/2017 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER .....................$ 34.87 11.46 ---------------------------------------------------------------- PLAS0072-004 06/01/2017 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON/CONCRETE FINISHER ZONE 1 ......................$ 28.23 13.77 Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office ---------------------------------------------------------------- PLAS0528-001 06/01/2017 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes CEMENT MASON CEMENT MASON ................$ 40.52 16.54 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE ....... $ 41.02 16.54 TROWLING MACHINE OPERATOR ON COMPOSITION ..............$ 41.02 16.54 ---------------------------------------------------------------- PLAS0555-002 06/01/2017 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes CEMENT MASON CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND 27.94 14.37 SUSPENDED/HANGING SCAFFOLD..$ 32.87 17.62 CEMENT MASONS ON 28.19 14.37 SUSPENDED, SWINGING AND/OR 28.46 14.37 HANGING SCAFFOLD ............ $ 32.87 17.62 CEMENT MASONS ...............$ 31.50 17.62 COMPOSITION WORKERS AND 29.05 14.37 POWER MACHINERY OPERATORS ... $ 32.19 17.62 Zone Differential (Add To Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall --------------------------------------------------------------- TEAM0037-002 06/01/2017 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: ZONE 1 GROUP 1 ....................$ 27.94 14.37 GROUP 2 ....................$ 28.06 14.37 GROUP 3 ....................$ 28.19 14.37 GROUP 4 ....................$ 28.46 14.37 GROUP 5 ....................$ 28.68 14.37 GROUP 6 ....................$ 28.85 14.37 GROUP 7 ....................$ 29.05 14.37 Zone Differential (Add to Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman GROUP 2: Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks/Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi -trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver -Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds.; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self -Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds.; Truck Mechanic -Welder -Body Repairman; Utility and Clean-up Truck; Water Wagons (rated capacity) over 5,000 to 10,000 gallons GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi -Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre -Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds., and includes Articulated Dump Trucks; Skid Truck GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) ---------------------------------------------------------------- * TEAM0174-001 01/01/2017 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers: ZONE A: GROUP 1: ................... $ 34.13 18.57 GROUP 2: ................... $ 33.29 18.57 GROUP 3: ................... $ 30.48 18.57 GROUP 4: ................... $ 25.51 18.57 GROUP 5: ................... $ 33.68 18.57 ZONE B (25-45 miles from center of listed cities*): Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities*): Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - "A -frame or Hydralift" trucks and Boom trucks or similar equipment when "A" frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four -Wheeled power tractor with trailer and similar top -loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates); Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck -3,000 gallons and over capacity GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four -wheeled power tractor with trailer and similar top -loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi -trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber-tired)(when used within Teamster jurisdiction); Vacuum truck; Water Wagon and Tank trucks -less than 3,000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit." LEVEL A: +$.75 per hour - This level utilizes a fully - encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- TEAM0690-004 06/01/2017 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (AREA 1: SPOKANE ZONE CENTER: Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and Whitman Counties AREA 1: LEWISTON ZONE CENTER: Asotin, Columbia, and Garfield Counties AREA 2: PASCO ZONE CENTER: Benton, Franklin, Walla Walla and Yakima Counties) AREA 1: GROUP 1 ....................$ 21.82 17.30 GROUP 2 ....................$ 24.09 17.30 GROUP 3 ....................$ 24.59 17.30 GROUP 4 ....................$ 24.92 17.30 GROUP 5 ....................$ 25.03 17.30 GROUP 6 ....................$ 25.20 17.30 GROUP 7 ....................$ 25.73 17.30 GROUP 8 ....................$ 26.09 17.30 AREA 2: GROUP 1 ....................$ 23.96 17.30 GROUP 2 ....................$ 26.20 17.30 GROUP 3 ....................$ 26.71 17.30 GROUP 4 ....................$ 27.04 17.30 GROUP 5 ....................$ 27.15 17.30 GROUP 6 ....................$ 27.15 17.30 GROUP 7 ....................$ 28.05 17.30 GROUP 8 ....................$ 28.01 17.30 Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00) BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under); Leverperson (loading trucks at bunkers); Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber -tired, pulling trailer or similar equipment) GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under); Flat Bed Truck with Hydraullic System; Fork Lift (3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber -tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds.); Warehouseperson (to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A -Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds.); Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons) GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under); Self- loading Roll Off; Semi -Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds.); Truck -Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton); Vacuum Truck (super sucker, guzzler, etc.) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi -end); Mechanic (Field); Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel -power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons); Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer); Transit Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds.); Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons); GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C -D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A -B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four(4) and eight(8) hours. NOTE: Trucks Pulling Equipment Trailers: shall receive $.15/hour over applicable truck rate ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the E0, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: • an existing published wage determination • a survey underlying a wage determination • a Wage and Hour Division letter setting forth a position on a wage determination matter • a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION APPENDIX E SHORELINE EXEMPTION PERMIT City of Bremerton Department of Community Development 345-6 th Street, Suite 600 Bremerton, WA 98337-1873 Phone: (360) 473-5275 Fax: (360) 473-5278 EXEMPTION FROM SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT APPLICANT: Shane Weber, P. E. 3027 Olympus Drive City of Bremerton PREPARED BY: Rvan E. Crater — Sr. Planner PERMIT NUMBER: BP17 00049 PROJECT DESCRIPTION: Tracyton Beach Road Innovative Safety Project. LEGAL DESCRIPTION: City Street Trac on Beach Rd.) SECTION/TOWNSHIP/RANGE: n/a Tax ID #: n/a NAME OF WATER BODY: Port of Washington Narrows — Shoreline of Statewide Significance ENVIRONMENTAL DESIGNATION: Single Family Residential REASON FOR EXEMPTION: Normal maintenance and repair/ replacement. WAC 173-27-040 (2)(b) SEPA DETERMINATION: Exempt Per WAC 197-11-800 3 NOTE: An exemption from a shoreline permit is not an exemption from compliance with the Shoreline Management Act or Shoreline Master Program. The proposed development is consistent or inconsistent with: CHECK ONE Consistent Inconsistent ® ❑ Policies of the Shoreline Management Act ® ❑ The Br ��®reline gWement Master Program Ryan E. Crater Name d r JUL 17 2017 w 9 � O Qy' v �MM11N Department of Community Development Senior Planner Title 0& DATE (MM/DD/YYYY) I CERTIFICATE OF LIABILITY INSURANCE 1/24/2018 TIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED (ENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. ANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. OGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on ificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTABrown & Brown Northwest NAME: Brown & Brown Northwest 2701 NW Vaughn St, Ste. 340 PHONED 503-274-6511 ac No : 503-274-6524 Portland, OR 97210 E-MAIL J Hughes Construction, Inc., 510 N E 87th Ave ncouver WA 98662 INSURER B: Ohio Security Insurance CC INSURER C: SAIF Corporation INSURER D: Zurich American Insurance NAIC # - 1\ I 16535 AVERAGES CERTIFICATE NUMBER: Annas1a9 REVISION NUMBER.— HIS 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. NSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A V COMMERCIAL GENERAL LIABILITY 0310-0764 4/1/2017 4/1/2018 EACH OCCURRENCE $1 1,000AL0 CLAIMS -MADE ✓ OCCUR ✓ WA Stop Gap DAMAGE TRENTED PREMISES Ea occurrence $300,000 MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1 OOO O ✓ $5,000 PD Deductible GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,0 O POLICY ✓❑ JECOT- LOC PRODUCTS - COMP/OP AGG $2,000,000 $ OTHER: B AUTOMOBILE LIABILITY BAS5794895 4/1/2017 4/1/2018OMBIdEacc�DtSINGLELIMIT $1000 OO BODILY INJURY (Per person) $ IV ✓ ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident HIRED NON -OWNED AUTOS ONLY AUTOS ONLY L $ A �/ UMBRELLA LIAB �/ OCCUR 0310-0741 4/1/2017 4/1/2018 EACH OCCURRENCE $5,000,000 AGGREGATE $5,000,000 EXCESS LIAB CLAIMS -MADE DED I ✓ I RETENTION $10,000 $ C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? El N/A 754945 -Oregon Only (includes USLH Cov) 1/1/2018 1/1/2019 PER OTH- STATUTE ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $ D (Mandatory in NH) If as, describe under DESCRIPTION OF OPERATIONS below WC9696061 -Other States 1/1/2018 1/1/2019 E.L. DISEASE - POLICY LIMIT $1,000,000 D Installation Floater -Inland Marine CPP0113598 02 4/1/2017 4/1/2018 Limit: $250,000 Deductible: $1,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) RE: Project HAIP-OOOS(459) West Belfair Valley Rd & Tracyton Beach Rd Innovative Safety Project General Liability Policy includes Blanket Additional Insured & Waiver of Subrogation endorsements - where required by written contract. Per attached forms: CG2010/2037 04/13, GL0030 10/09, CG2404, 05/09. Auto Policy includes blanket additional insured & waiver of subrogation endorsements per attached form: CA8810 01 /10 - where required by written contract. Umbrella Policy is following form over general liability, auto liability, and employers liability . ,. CERTIFICATE HALDER CANCFI 1 ATIAN City of Bremerton Cl SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sixth Street ACCORDANCE WITH THE POLICY PROVISIONS. Suite 600 Bremerton WA 98337 AUTHORIZED REPRESENTATIVE Craig Payne ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 40043362 1 17/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 1 of 12 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insuranceP rovided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations As Required By Written Contract As Required By Written Contract Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section 11 — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; 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. © Insurance Services Office, Inc., 2012 40043362 1 17/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 2 of 12 Page 1 of 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - WHERE REQUIRED UNDER CONTRACT OR AGREEMENT (PRIMARY AND NON-CONTRIBUTORY WHERE REQUIRED UNDER CONTRACT) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Section 11— Who Is An Insured is amended to include any person or organization to whom you become obligated to include as an additional insured under this policy, as a result of any contract or agreement you enter into which requires you to furnish insurance to that person or organization of the type provided by this policy. However, the insurance provided will not exceed the lesser of: a. The coverage and/or limits of this policy; or b. The coverage and/or limits required by said contract or agreement. Coverage afforded to these additional insured parties will be primary to, and non-contributory with, any other insurance available to that person or organization where required of you by written contract or agreement. GL 00030 00 (10/09) 40043362 1 17/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 3 of 12 COMMERCIAL AUTO CA 88 10 01 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT his endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGEINDEX SUBJECT ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT ACCIDENTAL AIRBAG DEPLOYMENT AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS AMENDED FELLOW EMPLOYEE EXCLUSION AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE BROAD FORM INSURED BODILY INJURY REDEFINED EMPLOYEES AS INSUREDS (including employee hired auto) EXTENDED CANCELLATION CONDITION EXTRA EXPENSE -BROADENED COVERAGE GLASS REPAIR - WAIVER OF DEDUCTIBLE HIRED AUTO PHYSICAL DAMAGE(including employee hired auto) HIRED AUTO COVERAGE TERRITORY LOAN ! LEASE GAP PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) PERSONAL EFFECTS COVERAGE PHYSICAL DAMAGE - ADDITIONAL TRANSPORTATION EXPENSE COVERAGE RENTAL REIMBURSEMENT SUPPLEMENTARY PAYMENTS TOWING AND LABOR UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US PROVISION NUMBER 3 12 18 5 13 1 21 2 22 10 15 6 20 14 16 11 8 9 4 7 17 19 SECTION II - LIABILITY COVERAGE is amended as follows: 1. BROAD FORM INSURED SECTION II - LIABILITY COVERAGE, paragraph A.1. - WHO IS AN INSURED is amended to include the following as an insured: d. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, "insured" does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an insured under any other automobile policy; or (3) Has exhausted its Limit of Insurance under any other automobile policy. Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. e. Any organization you newly acquire or form, other than a partnership or joint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; ©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 1 of 7 40043362 1 17/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 4 of 12 ©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 2 of 7 40043362 1 17/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 5 of 12 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or (3) To "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II - LIABILITY COVERAGE, paragraph A.1. - WHO IS AN INSURED is amended to include the following as an insured: f. Any "employee" of yours while using a covered "auto" you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorse- ment is excess over any other insurance available to any "employee". g. An "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties re- lated to the conduct of your business and within the scope of their employment. Insurance o provided by this endorsement is excess over any other insurance available to the "employee". N 3. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT SECTION II - LIABILITY COVERAGE, paragraph A.1. - WHO IS AN INSURED is amended to include the following as an insured: o h. Any person or organization with respect to the operation, maintenance or use of a covered 8 "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an "insured". However, such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto"; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only for the duration of that contract, agreement or permit 4. SUPPLEMENTARY PAYMENTS SECTION II - LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, para- graphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations ) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earn- ings up to $500 a day because of time off from work. 5. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow employees are not entitled to the protection afforded to o the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION II - LIABILITY, exclusion B.5. FELLOW EMPLOYEE does not apply if the "bodily injury" N, results from the use of a covered "auto" you own or hire. SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: 6. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III - PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to "autos": a. You hire, rent or borrow; or ©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 2 of 7 40043362 1 17/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 5 of 12 b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: A. The most we will pay for "loss" in any one "accident" or "loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. B. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. D. Subject to a maximum of $750 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. E. This coverage extension does not apply to: (1) Any "auto" that is hired, rented or borrowed with a driver; or (2) Any "auto" that is hired, rented or borrowed from your "employee". For the purposes of this provision, SECTION V - DEFINITIONS is amended by adding the following: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. 7. TOWING AND LABOR SECTION III - PHYSICAL DAMAGE COVERAGE, paragraph A.2. Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered '"auto" classified and rated as a private passenger type, "light truck" or "medium truck" is dis- abled: a. For private passenger type vehicles, we will pay up to $50 per disablement. b. For "light trucks", we will pay up to $50 per disablement. "Light trucks" are trucks that have a gross vehicle weight (GVW) of 10,000 pounds or less. c. For "medium trucks" , we will pay up to $150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight (GVW) of 10,001 - 20,000 pounds. However, the labor must be performed at the place of disablement. 8. PHYSICAL DAMAGE- ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a., Coverage Extension of SECTION III - PHYSICAL DAMAGE COVERAGE, is amend- ed to provide a limit of $50 per day and a maximum limit of $1,500 02010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 3 of 7 40043362 117/18 All Linea I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 6 of 12 9. RENTAL REIMBURSEMENT SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss" under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the "accident" or "loss" to the covered "auto." _ b. Rental Reimbursement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". d. This coverage does not apply unless you have a business necessity that other "autos" avail- able for your use and operation cannot fill. e. If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not 0 already provided under Paragraph 4. Coverage Extension. f. No deductible applies to this coverage. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 11. 10. EXTRA EXPENSE - BROADENED COVERAGE Under SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, we will pay for the expense of returning a stolen covered "auto" to you. The maximum amount we will pay is $1,000. N 11. PERSONAL EFFECTS COVERAGE A. SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects" stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V - DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an insured." "Personal effects" does not include tools, equipment, jewelry, money or securities. 12. ACCIDENTAL AIRBAG DEPLOYMENT a SECTION III - PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS is amended by adding the follow- ing: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss" relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other cov- erage or warranty. 13. AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III - PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclu- sions 4.c. and 4.d. is deleted and replaced with the following: 02010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 4 of 7 40043362 117/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 7 of 12 Exclusion 4.c. and 4.d. do not apply to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto" at the time of the "loss" and such equipment is designed to be solely operated by use of the power from the "auto's" electrical system, in or upon the covered "auto" and physical damage coverages are provided for the covered "auto"; or If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a $100 deductible. 14. LOAN / LEASE GAP COVERAGE A. Paragraph C., LIMIT OF INSURANCE of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the "loss" less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the "loss", b. Financial penalties imposed under a lease due to high mileage, excessive use or ab- normal wear and tear, c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease, d. Transfer or rollover balances from previous loans or leases, e. Final payment due under a "Balloon Loan", f. The dollar amount of any unrepaired damage which occurred prior to the "total loss" of a covered "auto", g. Security deposits not refunded by a lessor, h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto", I. Any amount representing taxes, Ji. Loan or lease termination fees; or 2. The actual cash value of the damage or stolen property as of the time of the "loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the "loss". This adjustment is not applicable in Texas. B. ADDITIONAL CONDITIONS This coverage applies only to the original loan for which the covered "auto" that incurred the loss serves as collateral, or lease written on the covered "auto" that incurred the loss. C. SECTION V - DEFINTIONS is changed by adding the following: As used in this endorsement provision, the following definitions apply: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A "balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan, thereby requiring a large final payment. 92010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 5 of 7 40043362 1 17/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 8 of 12 15. GLASS REPAIR - WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 16. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to 'loss" caused by collision to such covered "auto" of the private passenger type or light weight truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as maximum loaded weight the "auto" is designed to carry while it is: a. In the charge of an "insured"; b. Legally parked; and C. Unoccupied. The 'loss" must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. This provision does not apply to any 'loss" if the covered "auto" is in the charge of any person or organization engaged in the automobile business. SECTION IV -BUSINESS AUTO CONDITIONS is amended as follows: 17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV- BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. 18. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS SECTION IV - BUSINESS AUTO CONDITIONS, paragraph A.2.a. is replaced in its entirety by the following: a. In the event of "accident', claim, "suit" or 'loss", you must promptly notify us when it is known to: 1. You, if you are an individual; 2. A partner, if you are a partnership; 3. Member, if you are a limited liability company; 4. An executive officer or the "employee" designated by the Named Insured to give such notice, if you are a corporation. To the extent possible, notice to us should include: (1) How, when and where the "accident' or 'loss" took place; (2) The "insureds" name and address; and (3) The names and addresses of any injured persons and witnesses. 19. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV - BUSINESS AUTO CONDITIONS, paragraph A.5., Transfer of Rights of Recovery Against Others to Us, is amended by the addition of the following: If the person or organization has waived those rights before an "accident' or 'loss", our rights are waived also. ©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 6 of 7 40043362 117/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 9 of 12 20. HIRED AUTO COVERAGE TERRITORY SECTION IV - BUSINESS AUTO CONDITIONS, paragraph B.7., Policy Period, Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the insured's responsibility to pay for damages is determined in a "suit", on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a driver. SECTION V - DEFINITIONS is amended as follows: 21. BODILY INJURY REDEFINED Under SECTION V - DEFINTIONS, definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. COMMMON POLICY CONDITIONS 22. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS, paragraph A. - CANCELLATION condition applies except as fol- lows: If we cancel for any reason other than nonpayment of premium, we will mail to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation. This provision does not apply in those states which require more than 60 days prior notice of cancella- tion. 02010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc., with its Permission. Page 7 of 7 40043362 1 17/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 10 of 12 POLICY NUMBER: 0310-0764 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance: rovided under the following: 9 COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Where required by written contract. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products - completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 © Insurance Services Office, Inc., 2008 40043362 1 17/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 11 of 12 Page 1 of 1 0 INSURANCE QUESTIONNAIRE NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED AND ATTACHED TO THE CERTIFICATE OF INSURANCE For m 1"f �� L (a AR r, -f .41 J' -�- !-f-f\. . 1'•l �� --- . , i (Name of Insured) Project Name Project%wnQ'rVA+ I VE sA Fit iN 4�,c] �Fct ARE THE FOLLOWING COVERAGES AND/OR CONDITIONS IN EFFECT? YES NO The form is ISO Commercial General Liability fro CG TPolicy 0 r CG 00 02 (circle one). If NO, attach a copy of thea o icy with required coverage clearlyidentified. Products and Completed Operation coverage. ✓i Cross Liability Clause (or equivalent wording). r a'� Personal Injury Liability ( ). Broad Form Property Damage with X, C, U Hazards included Blanket Contractual Liability coverage applying to this Contract ✓ Employers Liability — Stop Gap Deductibles or SIR's GL . ALQ_ Excess ? Insurer's Best Rating GLAL. 44 V. Excess C This Questionnaire is issued as a matter of information. This Questionnaire is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies indicated on the attached Certificate of Insurance. Agency/Broker Address c Name of Person to Contact/' Completed by (print /o? Completed by (signatu Telephone Number City of Bremerton West Belfair valley Rd and Tracyton Beach Rd Innovative Safety, Project Bid Documents CD -20 40043362 1 17/18 All Lines I Debi Haasharmon 1 1/24/2018 3:34:50 PM (PST) I Page 12 of 12 HDR #10058164 November 2017 TRANSMITTAL i' i. 3/27/2018 BID BOND RETURN City of Bremerton Office of City Clerk 3456 th Street, Suite 100 Bremerton WA 98337 P (360) 473-5323 F (360) 473-5200 Thank you to everyone who took the time to compete for this project. Please continue to look for upcoming projects on the City's website at www.bremertonwa.gov and advertised in the Kitsap Sun and Seattle Daily Journal Commerce. The City also uses MRSC Small Works, Vendor, and Consultant Rosters. To join these lists please visit mrscrosters.org. For questions or concerns please email City.Clerk@ci.bremerton.wo.us or call Shannon Corin at (360) 473-5323 MJ Hughes Construction West Belfair Valley Rd & Tracyton Beach Rd 11510 NE 87th Ave Innovative Safety Project Vancouver, WA 98662 i�`�S`",<.'�` �,�'11��� � ��� �-��•;-.7�����T�s7 ��.R 17�'r�ti"'�"-�E 4i �'ki'^�i�hukY i'��'� �' .s Yrf "et�y. ` ® Contract Awarded to MJ Hughes Construction ❑ All Bids Rejected tr ❑ Project will be Rebid ❑ Project is Cancelled Thank you to everyone who took the time to compete for this project. Please continue to look for upcoming projects on the City's website at www.bremertonwa.gov and advertised in the Kitsap Sun and Seattle Daily Journal Commerce. The City also uses MRSC Small Works, Vendor, and Consultant Rosters. To join these lists please visit mrscrosters.org. For questions or concerns please email City.Clerk@ci.bremerton.wo.us or call Shannon Corin at (360) 473-5323 Local Agency Proposal Bond KNOW AIL h EN BY T1ME PRESENTS, That we, M.J. Hughes Construction, Inc. Of Vancouver, WA as pad d, and the Travelers Casualty and Surety Company of America a uo gwabo n duly agmiad oder the Lws efdw state of Connecticut , and smdaraod b do bwmu in the Stale ad W=bmglm, as smaty, ace bdd and 5rdy band mb the State of Washington in the La11 ad pesos som of five (S) percent of the bW aooant of the bid proposal of aid p wgml for the wed: iaeiaaie deambeil for the payment of whm:k wall and a* to be made, we bed am bias, eaeedors, adaeidnlon and asogm, and soeoeaoa and asaigaa, hzelly by lheae peaenb. Mw coadiooa of this bond is mrh, that whoa- the pri u*d hoes is herewith aabmimag ins or its ceded popoad for &0 %slowing highway consdlwh^ b wit West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project said bid ad proposal, by ce2se theeb, being made a pact hereof NOW, TiIEREFORQ U&e acid proposal bid by said poncipd be aooepad, and the eoohad be awarded b said penpal, and if acid prii p &A dolt' mate and ee- iob and eneem aid onnt;act and shall Snisibood as reipsd by the Qft of ftMaftwitlia s peood of twenty (20) days ftm and after laid awad, minove of the dry daorh awed. thea obis obbptkm sha0 be m0 and vailk odw ise it aid mmak and be in Sell force and effect IN TEST1ldONY WHMWF, The po wqW and sanely bave ceded these puma b be opd and sealed tie 15th day of December _ 2017 M.. Huehes Construction. VOW Travelers Casualty and 2HE!!X Company of America Lei A. Penley 0 aR City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety OOT F002MMIAEF 011 HDR #10058164 Project November 2017 Bid Documents CD -7 WARNING: ,A. 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. 224846 Certificate No. 006881953 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 T. E. Collins, and Leigh A. Penley of the City of Longview , State of Washington , their true and lawful Attomey(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 permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this — _ 8th day of July 2016 _ 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 United States Fidelity and Guaranty Company Gr.S4q�j `f\FE 6S ��M �NfG VY ,Miyp ��TY'WO 00(1 �.R � ,. �o: _......�•;s � ... _ .� a} .� . /�/_^��`'l �� a _t1/i_ ; 19// �4 �/E'ORv�R1>f.t, z '�JSRg7r e15 i NRRt�i0f0,�y �,5 o`SEAi.I�o 3' SIk�\ "" ` /c >l\`opw✓f/rt �y . �N �S�NCE " s • ANS! iIs � :...�,� r�,+�JP�►R . � � �t11t� • State of Connecticut City of Hartford ss. By: Robert L. Raney, Senior Vice President On this the 8th day of July 2016 , 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. In Witness Whereof, I hereunto set my hand and official seal.* My Commission expires the 30th day of lune. 2021. # # s 58440-5-16 Printed in U.S.A. Marie C. Tetreault, Notary Public IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER 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 Insuranc`c 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 Attomeys-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 bands, 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 duty 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, 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 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 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 in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 15-14 day of , 20 oe 4��, tosr rN� Kevin E. Hughes, Assistant SecKtary �, )` yy pE. 19 JP ,.......,7� �.�' Mrd► �'� �ro�r,� F{RVOI/p�1� O 4� •f'p �� ff MMMMMI z �/P R . d►wY^ri'� r7 s lft2 O Z 1�% ' - c�i F� Zf n� � IWnIOIID. t �rMR1FtMD, 'i �O a � ► RANGE pfd „.�N� �+_......'+ �� '++ 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 Attomey-In-Fact number, the above-named individuals and the details of the bond to which the power is attached. 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I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. u Cori I N - Bidder's BiJsiness Name Signature of Authorizd Official* Printed Name �Ke .51 Watt Title l 4r2-0-17 _L11_4W&0VVV, Ck Date City State Check One: / Sole Proprietorship ❑ Partnership ❑ Joint Venture ❑ Corporation C� State of Incorporation, or if not a corporation, State where business entity was formed: If a co -partnership, give firm name under which business is transacted: * If a corporation, proposal must be executed in the corporate name by the president or vice- president (or any other corporate officer accompanied by evidence of authority to sign). If a co- partnership, proposal must be executed by a partner. City of Bremerton HDR #10058164 West Bedfair Valley Rd and Tracyton Beach Rd Innovative Safety Project November 2017 Bid Documents CD -23 Underutilized Disadvantaged Business •, �, Enterprise (UDBE) Written Confirmation Davument &aContractPren-ktd s_ UDBEDocummt&baniAa1Requi=w1s D]isadvrmtnged Business Fvterprise Pw*,cigatton THE FORM SHALL ONLY BE SUBMIITTED TO A UDBE THAT IS LISTED ON THE CONTRACTOR'S UNDEP, Tt II 2ED DISADVANTAGED BUSINESS ENTERPRISE uTB'—AnON CERTIFICAnON. THE CONTRACTOR SHALL COM METE PART A PRIOR TO SENDING TO TBE UDBE. PART A: To be completed by the bidder The entues below shall be consistent with what is shown on the Bidder's Undemtdized Disadvantaged Busmess Enterprise Ut Imbon Certific�atio�i/Faihue to do so will result in Bifid rejwtiau. Cc►miracf Tirtle: IJJ e S� i?�? F-� G C Qcjk �1 9c% (2wJ 5,X-1 Bidder's Business Name: tnq�ns S �4� 5'41r w�' � ©� tic J UDBFs Business Name: Ca+ W D l k5 (...LCA `lD&A CA4- W o s I iptionofUUBE'sVid: Govi5r wdNo.-\ Amount fin be Applied Towards UDBE Goal: Amount to be Subcontracted to UDBE*: .ops FW PART B: To be cgmphsted by the Underutiiized Disada-antaged Business Enterprise As an aufhamzed repseseataiiwe of the Used Disadvantaged Business Entetpzise, I confi in that we haw been contacted by the Bidder with regard to the referenced project for the propose ofp€ffomning the Work descobed abmv— If the Bidder is awarded the Contract we will enter into an agreement with. the Bidder to participate in the project emsistent with the mfomafiou provided in the Bidder's Underatilized Disadvantaged Business Eutuprise Utdization cert�L Name (printed): Signature: Title: Address �' ps"— 6 /f, 72w`liq"'Q Date: 17, — 40 —/7 COTFOM 422 -WI u fWV1aejU6M17 City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety HDR #10058164 Project November 2017 Bid Documents CD -14 AM WrVimbington Stan Underutilized Disadvantaged Business AfFdeparbnwrk of Transpartubon Enterprise Utilization Certification To be efigiliie for Award of this Gonbact the Bidder shall fig art and submit, as a supplement to its sealed Bid Proposal, an Undenikillized Disadvantaged Business Eirberprse (UDBE) Mization icatiion_ The Agency shall consider as react-responswe and shall reject any Bid Proposal that does not contain a UDBE Uti tion C ertifiaaaticn which property demmnstrates t hatthe Bidder urill meet the UDBE participation regr>rernents in one of the manners pmMed far in the proposed Gartract- Rett to the erst uebons on Page 2 nteen filling nett this ttbin or the Bid may be reject LmL An example form has been provided on Page 3_ The siicoe it Bidder's UDBE Lffan&bm Gerdfi aticn shall be deemed a part of Mthe resu" Contract_ Bax t _I r -3 )A,.,5 %"' S CO� 5 , { 14 E��certifies that the UDBE firms listed below have been contacted regarding participation on this project- If this Bidder is successful on this project and is awarded the Contract it shall assure that su -_= &acts or supply agreements are executed writh narned UDBEs. ((f necessary, use additiorhet! sheets.) Bax2• wE-!�Fr Rrcma Jf'tLow ab fn-AIyrw BE -Ma R" -ti -wry Cdram 1 Ma of IIDBE (S-A) Cd FM 2 Projed Rot (°- k%hEd—) Calram 3 Descriplian of Wort (Se ) Calm 4 Maud Srbearrbacted to UDBE Pee 1119u 11") Cniaen 5 Arnaarrk to he Applied Towards Goal #Set ) oGZwack4LLC Jt: t�OtlUtrl;lClSh\IYhi.hyt '�yb;dOO,SXs �b�0yt C CQ ►�S'i�.�c.�l Underutifxzed [}isadvantaged Business N014 V Total UDBE Commitment 9 q L a06• (3 Enterprise C.on Ilion ofAaward ContractG�oal 3 6.4 5 By chejddrig Box 5 the Bidder is stating that their attempts to solicit sufficient UDBE participation to meet the COA Contract goal has been unsuccessful and good faith effort will bemilornMed in accordance with Section 1-0229 of the Contract DOT Form 272 -Mu Revised OWM7 City of Bremerton HDR #10058164 Wert Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project November 2017 Bid Documents CD -11 ADVERTISEMENT FOR BIDS City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Sealed bids for the "West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project' will be received by the City of Bremerton at the office of the City Clerk of the City of Bremerton located in Bremerton City Hall, 345 6th Street, Suite 600, Bremerton WA 98337 until 10:00 am on December 20, 2017, and will then and there be opened and publicly read. Bid proposals received after the time fixed for opening will not be considered. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. The City of Bremerton reserves the right to reject any and all bids and to waiver informalities in the bidding. The following is applicable to federal aid projects: The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The description of work is as follows: West Belfair Valley Rd: Installation of approximately 7,070 LF of guardrail, pavement repair, 9,734 SY of high friction surface treatment (HFST), signing, and pavement markings on two segments of West Belfair Valley Road. Tracyton Beach Rd: Installation of approximately 1,370 LF of guardrail, pavement repair, 4,316 SY of high friction surface treatment (HFST), storm drainage, signing, and pavement markings on Tracyton Beach Road. Time for completion of this project is 60 Working Days. The Engineer's base estimate is approximately $1,150,000 to $1,450,000 City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -1 HDR #10058164 November 2017 An Underutilized Disadvantaged Business Enterprise (UDBE) mandatory goal of 4% has been established for this project. The 4% mandatory goal applies to all work on the project. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on printer ARC (formerly known as Reprographics Northwest) website (www.e-arc.com). Go to http://www.e-arc.com/locations/219, click on the `Enter Public Planroom' link and scroll down to find the project. PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered from ARC. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at ARC in Tacoma, WA: 1(800) 337-8103; FAX (253) 272-4064; E-mail: tacoma.cs@e-arc.com. All questions in regards to this project shall be addressed to John Butler, P.E., project manager for the City of Bremerton, at: 360-473-2307 or John.Butler@ci.bremerton.wa.us. All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project. The City of Bremerton reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. The City of Bremerton is an Equal Opportunity Employer and hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises 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, sex, or national origin in consideration for an award. Published: Daily Journal of Commerce: 11/29/2017 and 12/11/2017 Kitsap Sun: 11/29/2017 and 12/11/2017 City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -2 HDR #10058164 November 2017 BIDDER'S CHECKLIST Bidder must execute and return with submittal: 1. LOCAL AGENCY PROPOSAL SIGNATURE PAGE (WSDOT FORM 272-036K) 2. SCHEDULE OF PRICES 3. LOCAL AGENCY PROPOSAL BOND 4. STATEMENT OF BIDDER'S QUALIFICATIONS 5. NON -COLLUSION DECLARATION (WSDOT FORM 272-0361) 6. UNDERUTILIZED DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION AND INSTRUCTIONS (WSDOT FORM 272-056U) 7. UNDERUTILIZED DISADVANTAGED BUSINESS ENTERPRISE WRITTEN CONFIRMATION DOCUMENT (WSDOT FORM 422-031U) 8. LOCAL AGENCY CERTIFICATION FOR FEDERAL AID CONTRACTS (WSDOT FORM 272040) 9. PROPOSAL FOR INCORPORATION RECYCLED MATERIALS INTO THE PROJECT 10. CERTIFICATION OF COMPLIANCE WITH WAGE PAYMENT STATUES After the Contract is awarded, execute: 11. LOCAL AGENCY CONTRACT (WSDOT FORM 272-006A) 12. STATEMENT OF INTENT TO PAY PREVAILING WAGES 13. INSURANCE QUESTIONNAIRE 14. LOCAL AGENCY PERFORMANCE BOND (WSDOT FORM 272-002A) 15. LOCAL AGENCY PAYMENT BOND (WSDOT FORM 272-003A) City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -3 HDR #10058164 November 2017 Local Agency Proposal - Signature Page The bidder is hereby advised that by signature of this proposal he/she is deemed to have acl®owledged all requirements and signed all certificates contained herein. A proposal guaranty in an amomt of five percent (51%) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicatedbebw is attached hereto: Cash Cashier's Check ❑ In the Amount of Certified Check ❑$ 1 Payable tD the State Treasurer Proposal Bond (aQ In the Arrnonnt of 596 of tie Bid Receipt is hereby acknowledged of ad(s) No.(s) & Signature of Authorized Official(s) State of Washington Contractor's Ucerise No. Federal ID No.� Note: (1) This proposal form is not transferable and any alteration of the firm's name entered hereon without prior permission from the City of Ilton will be cause fDr oonsidermg the proposal unregular and subsequent rejection of the bid. (2) Please refer to section 1-02.6 of the standard specifications, re: `Preparation of Proposal," or "Article 4" ofthe Instruction tD Bidders for bmlding construction jobs. SR City of Bremerton West Belfair Valley Rd and Tiacyton Beach Rd Innovative Safety Project Bid Documents CD -4 DOT Fam zrj-mw EF OMMi HDR #10058164 November 2017 STATEMENT OF BIDDER'S QUALIFICATIONS Name of Contractor M �J Address 115 1 Q f\f" FS -7 4", 1VR- k/a.6n (, owie,( (.A)A q $ (a(faZ Telephone and Contact Person for this Bid S('90 r �a 1 9 - 2 o z 1 (V I te- Number of years the contractor has been engaged in the construction business under the present firm name indicated: Z o + Gross dollar amount of work under contract: $ 61000, 000 Gross dollar amount of contracts not completed: $ ► Ow 1 000 Type of work generally performed by Con/tractor: iL ?t Ga.Va�h o�-► rc.-4 C- an�0 1 , 1 e +in t k �V ► C/r1 U .'� -J v ( Air cJe— Tr Qi� List of five projects of a similar size and nature that have been completed by the contractor within the last ten years including the project name, year of construction, contracting agency, contract phone number and the gross dollar amount of each project: Project Name Construction Agency Name Contact Name Dollar Amount Year and Number -LO) to C3 Z01(0 (V\Zjan CAA0ARQJd r t' -Sano u-%i� ti �r�1oP� Wi%t 3(00 >iol�j - �52p 150, 000 1AS17-qrwi C -70s) 2,01 t'o ws� mi -Uo0� �- Z0S V .54Z-1,( f h -�. �,a. 5-i'x' - 6-1-4.z- ( 023 I(o:.2v (LV ( Bir-IJ15ei VWAJ �J s ,-0-1. 5 saanu 1 l�9S%'i l(ob I;LutcJ 31©0--7 -i3Z trT ,?F - 0l01 C a 35 7,01(o WS v -i DIP—"V-1112- WIA-1 uk. r-o"M Sv9- ;16- W- O601 C 02a Zo 1 co WS D v+ �'` w�u S ock.- C1J� o -1 0S - 7cro 1 1 059 1 1041 List of five major pieces of equipment which are anticipated to be used on this project by the contractor and note which items are owned by the contractor and which are to be leased or rented from others: % a'1 4 c.A d n J S ?I — ®l�.Ji'I� City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -8 HDR #10058164 November 2017 STATEMENT OF BIDDER'S QUALIFICATIONS (continued) Bank References: Nw &� �ovn Lae, X 03--9o(a 3 Lf How many general superintendents or other responsible employees in a supervisory position do you have at this time and how long have they been with this contractor? 1p— Zo-k(s Fe, Have you changed bonding companies within the last three years? (yj) If so, why? (optional) Have you ever been sued by the client on any public works contract for a special district, municipality, county, or state government? IJo For what reason? Disposition of case, if settled: Washington State: Department of Labor and Industries Workmen's Compensation Account No Department of Licenses Contractor's Registration No.: i 9 73a1oy7 SExciEmployment Security Department Number: SS(P (p% —00 —5- Excise se Tax Registration Number: 4�\n Lo IRS Employer Number: q(D — 051 q S9 Z -- Percentage of work to be performed by General Contractor: 75 i%1 BIDDER 9X,��a,J �;4 By (signed) IF V, --e, S o"Ani VT 11 E City of Bremerton HDR #10058164 West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project November 2017 Bid Documents CD -9 AG Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. (x_/ NON -COLLUSION DECLARATION �1 1, by signing the proposal, hereby declare, under penalty of ) perjury under the laws of the United States that the following statements are true and correct: 1 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project fru which this proposal is submitted. Z. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging activities call_ 1-800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free `hotline' Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "ixrttine 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. 3R City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -10 14 t �rt3 NN HDR 410058164 November 2017 Instructions for Underutilized Disadvantaged Business Enterprise Utilization Certification Form Box 1: Name of Bidder (Proposal holder) submitting Bid_ Box 2- Name of the Project- Column rojectColumn t: Name of the Undertir4i¢� Disadvantaged Business Enterprise (UDBE)_ UDBE Finns can be bund using the search foals under the Firm Certification section of the Diversity Management and System web page hitos:/ sd0 droers:tycomoliance.crvr Repeat the ruvne of the UDBE for each Project Role that will be p - Colum n 2 The Project Role that the UDBE will be perkwFni g as , - Prime Contractor Subcontractor Subcontractor (Force Account) Wank sublet as Farce Account must be listed separately_ Manufacturer Regular Dearer Wok sublet to a Regular Dealer must be listed separately Regular Dealer status must be approved prior to Bid submittal by the Office of Equal Opportunity, Washinghm State Department of Taw sportation. on each Contract. Broker Wok sublet to a Broker must be listed separately. List each project role to be perkxrned by a single UDBE kx*A: jWly on a separate row(s). The rote is used to determine what portion of the amount to be srbccuacted (Column 4) may be applied toward meeting the goal (column 5) - Column 3c Provide a description of the work to be perk coned by the UDBE. The work to be performed must be consistent with the Certified Business tecrriltiren of the UDBE provided at the Diversity Management and Compliance System web page httm:Mwsdotdsversi liancesx n A Bidder subletting a portion of a bid item shall state "Partial" and describe the VANk that is included_ For example; 'Electrical (Partial) —Trenching" 'Moba¢atiod well not be accepted as a description of Work - Column 4_ List the total amount to be subcontracted to each UDBE ter each Projed Role they are performing - Column 5: This is the dollar amount kw each fine listed in the certification that the prime intends In apply towards meeting the GOA Gonbact goal. It may be that only a portion of the amount subeontacled to a UORE in Column 4 is e6gble to be credited toward meeting the goal See Note 1, Note 2, Nmle 3- The Contracting Agency will utilize ftie sum of this column (Box 4) to detemrine whether or not the bidder has met the grsal. In the event c f an arithmetic error in summing column 3 or an error in making approprkde reductions in the amounts in column tour, see Note 1, Note 2, Note 3. they, the mathematics will be corrected and the total (Box 4) well be revised Nobe i_ For Work sublet as Force Accent the bidder may only claim 54M orf the amount subcontracted (Cokunnn 4) towards meeting the goal (Column 5). This inkanation will be used In demonstrate that the UDBE ooh goal is met at the tone that the bidder submits their bid Fur example: ar onunt sublet as force account = $100.000 (Column 4) equates to ($1 DD.Doo X 50%) = $50,000 (Golunn 5) to be applied towards the goal. Note 2 For Work sublet to a Regular Dealer the bidder may only claim 00% of the cost of the materials or supplies (column 4) towards meeting the goal (Column 5). For example; Material coast = $100,000 (Golumn 4) equates to ($100:000 X W%) = $10.000 (Column 5) to be applied towards the goal Note 3: For VWcwk sublet to a Broker the bidder may only claim the fees paid to a Broker towards meeting the goat (Column 4). For example; amount sublet to a broker = 3100,t]00 (Colum 4) equates too ($100,000 X reasonable fee %) _ $ (Column 5) to be applied towards the mal. cox 3- Tha mal ctafmi i. Mw Contact will be in teams of a dollar amount or a percentage in the Contract When expressed as a percentage you must multiply the percentage times the sum total of all bid iterns as smbmitbd in the Bidder's Proposal to deter ine the dollar goal and write it in Box 3. In fhe event of an error in this box, the Corrhx*g.Agency will revise the amount accordingly. Box 4: Box 4 is the sum of the values in column 5. This value must equal or exceed the COA Contract goal ,amount written in BQZ 3 or, Bax 5: Check Box 5 if insufficient UDBE Participation has been achieved and a good faith effort is regmered_ Refer to the subsection tilers. Seliection of Su ccessfuf Bi kkdGood FaTh Efforts (GF) in the Contract See the OkadwanUged Business EnfiNprise Particfeimn speciiffi'catim in the Contract for more ®iformatitm_ DoT term 272-05sa Revlaea o6nttt City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety HDR #10058164 Project November 2017 Bid Documents CD -12 AWOL MWas nWcn StalW Underutilized Disadvantaged Business AW DWartmw* of TransporWan Enterprise Utilization Certification To be eligible for Award of this Contract the Bidder shall fill out and submit as a supplement to its sealed lid Proposal, an Under tt¢ed Disadvantaged Business Enterprise CUDBE) Utiiz=��n kation. The Contracting icy shell consider as non-responsme and shall reject any Bid Proposal ihaf does not contain a UDBE UtiLmlion Certification which property dernonsbates thatthe Bidder will meet the UDBE participation requirements in one of the manners provided for in the proposed Contract. Refer to the iintstrue done; on Page 2 vrheo filiat curt this form at the Bid may be rejected- An example fano has been provided an Page 3_ The successfii Bidder's UDBE Uhizaticn CetfifiCation shall be deemed a part of the resulting Contract_ Box 1= A Plias Camstmetaan CggRjU certifies that the UDBE firms listed below have been contacted vegardiing participation on this project tf this Bidder is cul an this project and is awarded the Contract, it shall assrre That subcoutracts or supply agreements are executed with named UDBEs. (If necessary, use additional sheer ) Box z US 395, Spakpe cry Lupits to 5ttfvms Cgm ty Line - Paving and aaft fidwm 1 Marne of UDBE 7 Cpm 2 Pr*ct Role (See ) C.o WM 3 Description of ttifark Mee i C:drmr 4 Anourd Subcontracted to tl<lBE MOLMUNW) cdwm 5 Amount t0 be Applied Towards Goal (F-Inshuca—t A�Cmsemcam C—FRhs Pd= t � P B r ®r -pair WA 900.0w dr Is SMMOM hr- SdW=W ria (FuMD Acmes} CM& maSng 30.40d 10.000 in chs 1a 5w6cw hr. Smbcca*W1W G®drp-h, joior r d-p—nod— U-P—Y urralk,Gmskuchm UW 300 000 200M lu Ewa, Gn7s.l1.0 DMIW RotdMa.Mbia ofio oonacndimsdAl�id agomotmelm�k 100,4[10 [30.000 opt—Pi-n°Tr°ddV& Lc. SdM=kaCftF Dump 30.000 50,A00 MohablMdc. 3c owd Has 75.000 73:000 EMOML%awcomoi Com. Mohr F3wimrOMM76tML"anvtabsmdwatilm ®dbMs 15.000 730 ATVIVLE UnderulAmed Disadvantaged Business 356,M.16 Total UDBE Comm&nerrt 1,295.250 Enterprise C, �orsbtionofAwardContractG Bora Btntd 5 By checking Box 5 the Bidder is stating that their attempb to sdicit sufficient UDBE participation to meet the CaA Contract goal has been unmiccessiul and goad faith etfbit mail he submitted in acawdance with Section 1-029 of the Contact tbxr FOM 272-05UU REWMed 05M17 City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety HDR #10058164 Project November 2017 Bid Documents CD -13 Local Agency Certification for Federal -Aid Contracts The prospective participant certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of arty f=ederal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement, (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Cor�, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, `Disclosure Form to Report Lobbying,` in accordance with its instructions. This certification is material representation of the fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fads to file the required certification shall be subject to a civil penalty of not less than $10,400 and not more than $100,000 for each failure. The prospective participant also agrees by submittino his or her bid or proposal that he or she shall require that the language of this certification be included in all lover tier subcontracts which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. SR City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Bid Documents CD -15 DOT wan M -040A EF 07=1 HDR #10058164 November 2017 + APWA-WA Division 1 committee rev_ i1/20AS Proposal for Incorporating Recycled Materials into the Project In compliance with a new law that went inb effect January 1, 2016 (SHB1695), the Bidder shall propose below, the total percent of construction aggregate and concrete materials to be incorporated into the Project that are recycled materials. Calculated percentages must be within the amourds allowed in Section 9-0321(1)E, Table on Maximum Allowable Percent (By Weight) of Recycled Material, of the Standard Specifications. Proposed total percentage: 9 percent. Nate: Use of recycled materials is highly encouraged within the lands shown above, but does not consfifute a Bidder Pretetence, and wd not affect the det0ermirrafron of award, unless two or more lowest responsive Biot totals are exec tfy equal in wieldy case proposed recyc ft Percentages wdf be used as a ire -brew ber, per the APWA GSP in Section 1-02 6 of ttee Special Provision& RegwdL-ss, the Bidder's stated pnVosed percentages wN becorrm a goal the Contractor shoLM do its best to acx omphsh. Bidders well be required to report on recyded materials actually incorporated into the Ph in accordance with the APWA GSP in Section 1-06.6 of Me Special Provisiovrs Bidder: MO - /iA t' kes COV1 STY "'u' %o'-\ Al Signature of Authorized Official 22 L& -IA Date; I�;z ZU / City of Bremerton West Belfair Valley Rd and Tracyton Beach Rd Innovative Safety HDR #10058164 Project November 2017 Bid Documents CD -16 Change: Order 2 Page 1 of 3 Project Number: HSIPOOS(459) Project Owner: City of Bremerton Project Name: W Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Change Order Number: 002 Prime Contractor: MJ Hughes Subcontractor: Stripe Rite, M2 Industrial []Ordered by the Engineer under the terms of section 1-04,4 of the Standard Specification L❑ Change proposed by Contractor dorsed byurety Consent(if requited) ____....,,,, Contractor �'` Attorney in {acts �__� Date Date ,___, Original Contract Amount $1,149,761.05 Current Contract Amount $1 234,238.05 Estimated Net Change this Order $46,947.74 Estimated Contract Total After Change $1,281,185.79 _Y^ Original Contract Duration 45 Working Days Current Contract Duration 45 Working Days Additional Days this Order 0 Working Days Proposed Contract Duration 45 Working Days Rj Approval ReccoMmended El Approved L j Approval Reccommended ¶Approved r r ,, Project Engineer - Michael Mayfarth, KPG ntract - Ryan Nicke•ion, J Hughes Date Date (I, • NIApproval Reccommended [ Approved ❑Ot er Approval When Required _ jdA46 iLhAriA^ ,‘ •vt '111,1L-' 11116 Proje Fawner - Shane Weber,City of Bremerton Mayor--Greg Wheeler,City of Bremerton 41/7/°1( q "1.(i_11...0%e• Date Date Change Order 2 Page 2 of 3 You are ordered to perform the following described work upon receipt of an approved copy of the change order: Background: Add RPMS-The City has requested to add Type II RPMS on the center line striping on West Belfair Valley Road.The Contractor will be installing these concurrently with the new striping,therefore no additional time will be added to the contract. Change Sign Posts to 2"-The City has requested to change the sign posts for the project to 2"Telspar vs the approved 2.25" posts.This is to match the post type and dimensions throughout the City. Restock Guardrail-Due to the changes in the project quantites of guard rail for West Belfair Valley Road, approximately 4,375 LF of rail and associated parts were left after the revised installation.This materail was returned to the supplier with a 20%restocking fee. Reason/Justification for Change: All of the changes listed in this Change Order are at the request of the City for the betterment of the Project for the traveling public and the ease of long term maintenance. Description of Change: New Items Added: Add new item: CO2-01-Type II RPMs: Add 2.2 HUN Add new item: CO2-02-Change Posts to 2" Add 1 LS Add new item: CO2-03-Guard Rail Restock Fee Add 1 LS Contract Items Added/Deducted: N/A Working Days: Zero(0) additional working days are added to the contract time. Change Order 2 Page 3 of 3 Measurement: Measurement for New Item#CO2-01 will be per HUN. Measurement for New Item#CO2-02 will be per LS. Measurement for New Item#CO2-03 will be per LS. Payment: Payment for all work associated with the tasks described above shall be made under new items at unit prices as detailed in the summary of quantities below,and will be full compensation for all costs associated with labor, equipment, incidental material, haul, tools, incidentals, subcontractor and service provider mark-up, overhead and profit required to furnish, install, and successfully complete all work for the above-described tasks. SUMMARY OF QUANTITIES Existing Bid Item Adjustments Item No. Description Unit Qty. Unit Price Amount Subtotal Existing Items: $0.00 Change Order Items Item No. Description Unit Qty. Unit Price Amount CO2-01 Type II RPMs HUN 2.2 $ 2,250.00 $ 4,950.00 CO2-02 Change Posts to 2" LS 1 $ 6,692.19 $ 6,692.19 CO2-03 Guard Rail Restock Fee LS 1 $35,305.55 $ 35,305.55 Subtotal Change Order Items: $46,947.74 TOTAL CHANGE ORDER AMOUNT: $46,947.74 WSDOT LAG MANUAL CHANGE ORDER CHECKLIST Local Administered Projects Chapter 52 Change Order Appendix 52.106 Checklist Question Yes No N/A 1. Does the change order alter the termini,character,or scope of the work? X If yes,you must have H &LP approval to be eligible for federal funds. X If yes,you must submit a revised page 1 of the prospectus. X 2. Is the Change Order over$7,500.00 and outside the scope of work? X If yes,the chang cannot be a change order and must be an independent work. X 3. Does the Change Order detail all items involved in the change? X 4. Does the Change Order include an adjustment to working days? _ X If yes,the time extension must be stated in the Change Order. X If yes,an independent engineer's estimate of time must be included to document the X extension. If no,that must be stated in the Change Order. X 5. Does the Change Order alter the DBE Condition of Award? X If yes,you must obtain concurrence from H&LP. X If yes,you must obtain the DBE's signature on the Change Order X 6. Does the Change Order involve a material subsitution? X If yes,you must determine if a material credit is appropriate. X 7. If Change Order work started prior to it's execution, prior verbal approval by the X Approving Authority must be granted and documented. 8. Has the Change Order been signed by the contractor? X 9. Has the Change Order been executed by the Approving Authority? X If you are a "non CA Agency",you must have the acting C Authority's approval. X 10. Has an independent engineer's estimate justifying the costs and time extensions been X completed and documented? 11. Has a detailed memo outlining the chronology of events,basis of need, cost and working days been prepared and placed in the file accompanying the Change Order? X Page 52-18 WSDOT Local Agency Guidelines M 36-63.18 October 2012 ORIGINATING D®CUMIFNTS Mike Mayfarth From: Ryan Nickerson <ryan.n@mjhughes.com> Sent: Tuesday, July 24, 2018 10:22 AM To: Mike Mayfarth Subject: FW: ISP Force Account 7/16 and 7/17 Importance: High Mike, Here is what I sent to Max last week. Dustin had 4 hours onsite on 7/16/18 to address the changes of the posts for the signs. Please contact me if you have any questions or comments. Thank you, Ryan Nickerson MJ Hughes Construction Office: 360-314-2024 Mobile: 503-577-8527 Fax: 360-828-5871 y 1.1 00. r., CONSTRUCTION From: Ryan Nickerson Sent:Wednesday,July 18, 2018 5:27 PM To: max@kpg.com Subject: FW: ISP Force Account 7/16 and 7/17 Importance: High Max, Below is what I got from Baker Rock. I am waiting for the hours from Dustin for working on this issue as well. I will forward that to you as soon as I receive it. Please contact me if you have any questions or comments. Thank you, Ryan Nickerson MJ Hughes Construction Office: 360-314-2024 Mobile: 503-577-8527 Fax: 360-828-5871 Mi; ;,...e,-, . , , -' <4 CONSTRUCTION From:JonWalker@baker-rock.com <JonWalker@baker-rock.com> Sent:Wednesday,July 18, 2018 1:51 PM To: Ryan Nickerson <ryan.n@mjhughes.com> Subject: RE: ISP Force Account 7/16 and 7/17 Importance: High Ryan, This is what we are looking at that should be added to the Force Account for switching to the 2" Posts. Materials QTY $/Unit Total 2x2x 12' 1 $ 40.00 $ 40.00 2x2x14' 26 $ 47.75 $ 1,241.50 2x2x16 10 $ 55.00 $ 550.00 2x2x20 1 $ 100.00 $ 100.00 2.25x36" 38 $ 15.00 $ 570.00 $ 2,501.50 Labor Date Hours $/HR Comments Nick Rickard 7/16/2018 4 Drive Time-Travel Back to shop Nick Rickard 7/17/2018 4.5 Drive Time-Travel back to job Nick Rickard 7/16/2018 4.75 Standby Time Perry Brown 7/16/2018 3.75 Drive Time-Travel Back to shop Perry Brown 7/16/2018 0.25 Yard time unloading Perry Brown 7/16/2018 4.75 Standby Time Perry Brown 7/17/2018 4.5 Drive Time-Travel back to job Perry Brown 7/17/2018 0.75 Yard time loading trucks Equipment Date Hours $/HR Comments 6713 - Ford F350 Service Truck 7/16/2018 4 Drive Time 6713 - Ford F350 Service Truck 7/17/2018 4.5 Drive Time 6714-Altec Bucket Truck 7/16/2018 4 Drive Time 6714-Altec Bucket Truck 7/17/2018 4.5 Drive Time 6713 - Ford F350 Service Truck 7/16/2018 4.75 Standby Time 6714-Altec Bucket Truck 7/16/2018 4.75 Standby Time 7/17/2018- Extra Trip Permit 7/19/2018 1 $ 55.00 $ 55.00 Extra Night Hotel Stay 7/17/2018 2 $ 110.00 $ 220.00 Extra Day Per Diem 7/17/2018 2 $ 25.00 $ 50.00 2 Regards, Jon Walker Sign Division Manager Baker Rock Resources 503-649-5663 (Phone) 503-649-5664(Fax) CONFIDENTIALITY NOTICE:This emali',nciading attachments)is covered by the Electronic Communicotlaes Privacy Act 13 JS.C 2510-2521,is confidential and privileged Please do not read,copy,or disseminate this communication or any of Its content/ar qr ment ^less you ore the intended recipient or addressee. This e-.mail may cor TO,confiden Hai C), information intended solely for the use of the redo eels)or addressees) IJ you none eceived this message in error,please notify me immediately vo return e-mail From: Ryan Nickerson <ryan.n@mjhughes.com> Sent: Wednesday,July 18, 2018 12:45 PM To:Jon Walker<JonWalker@baker-rock.com> Subject: FW: ISP Force Account 7/16 and 7/17 Importance: High Jon, Please see below. Can you let me know if there was anything else that needs to be added to the force account sheets for swapping out the posts? Please contact me if you have any questions or comments. Thank you, Ryan Nickerson MJ Hughes Construction Office: 360-314-2024 Mobile: 503-577-8527 Fax: 360-828-5871 Mais j ,'''' , '„,,,,,,,,i:„.:,,,,,:::„,04, IL.:,;;,:',', .i,;::-/,--r: CONSTRUCTION From: Max Bowen<max@kpg.com> Sent:Tuesday,July 17, 2018 5:25 PM To: Ryan Nickerson<ryan.n@mjhughes.com> Cc: Mike Mayfarth<mikem@kpg.com> Subject: ISP Force Account 7/16 and 7/17 Attached are the force account forms for July 16 and 17. Please let me know if you think anything else needs to be included. Ryan-according to the items listed on these FA forms, are we hitting the$4900 that you quoted to Mike? If not,could you let me know what we are looking at for cost for these items and/or tell me if I'm missing anything? 3 Change Order(1 02 Change Order Checklist (rl Change Order l i WSDOT LAG Change Order Checklist LL Originating Documents (Verbal Approval, i.e. CCD, email, memo to file) C Independent Cost Estimate (ICE) Di Contractor's Proposal/Cost Estimate (REP--Request for Proposal) 0 Time Impact Analysis (TIA) Di Back Up ` U. Date Sent to Contractor: ;.� Date Signed/Acknowledged by Contractor: f` Date Approved by Agency: j/i Date Fully Executed Copy Sent to Contractor: CT Y OF >J]EM1E TON CHANGE ORDER #2 it Mike Mayfarth From: Ryan Nickerson <ryan.n@mjhughes.com> Sent: Monday,July 16, 2018 8:31 AM To: Mike Mayfarth;John Butler; randaldustin@gmail.com Cc: Shane Weber Subject: RE: RPMs on WBVR Michael, The price per hundred is$2250.00 for the smaller quantity. Please contact me if you have any questions or comments. Thank you, Ryan Nickerson MJ Hughes Construction Office: 360-314-2024 Mobile: 503-577-8527 Fax: 360-828-5871 IV'1I maj , CONSTRUCTION From: Mike Mayfarth<mikem@kpg.com> Sent: Monday,July 16, 2018 8:13 AM To: Ryan Nickerson<ryan.n@mjhughes.com>;John Butler<John.Butler@ci.bremerton.wa.us>; randaldustin@gmail.com Cc:Shane Weber<Shane.Weber@ci.bremerton.wa.us> Subject: RE: RPMs on WBVR Ryan, Per our phone conversation, the RPMs will not be $850 as previously discussed for the smaller quantity of approximately 200. Please send me the pricing so that I can prepare the change order. Regards, Construction Services From: Mike Mayfarth Sent: Friday,July 13,2018 3:25 PM To: Ryan Nickerson <ryan.n@mjhughes.com>;John Butler< ohn.Butier@c:.bremerton.wa.us>; randaldustin@gmaiI.com Cc: Shane Weber<Shane.Weber@ci.bremerton.wa.us> Subject: RE: RPMs on WBVR Ryan, t The City would like you to proceed with the installation of the Type 2 RPMs. A formal Change Order will follow shortly, we accept the pricing of$850 per Hundred. Regards, u;-rt. Construction Services From: Ryan Nickerson [mai';to:rvan.n@mjhughes.com] Sent: Friday,July 13, 2018 12:01 PM To:John Butler<John.Butlernn ci.bremerton.wa.us>; Mike Mayfarth <mikem@kpg,com>; randaldustn@gmaii.com Subject: FW: RPMs on WBVR John, Attached is the product data for the RPM's if you choose to have them installed. Please contact me if you have any questions or comments. Thank you, Ryan Nickerson MJ Hughes Construction Office: 360-314-2024 Mobile: 503-577-8527 Fax: 360-828-5871 amori ,., i;; -,t.1..., '"':1';'1''':'SM F2'y CONSTRUCTION From: Kathy Van Court<Kathy@strioer:te.cam> Sent: Friday,July 13, 2018 11:21 AM To: Ryan Nickerson <ryan.r:Smihughes.com> Cc: Shar Brophy<Shar@striperite.com> Subject: RE: RPMs on WBVR Ryan: Please see attached. Thank you, Kathy Van Court Contract Administrator TRINE RITE OFFICE: 253 863-2987 2 FAX: 253 863-3120 1813 137"Avenue East Sumner, Wa. 98390 www.striperite.com From: Shar Brophy Sent: Friday,July 13, 2018 11:11 AM To: Kathy Van Court Subject: FW: RPMs on WBVR K, Can you send Ryan a cut sheet on type 2 yellows. Thanks s From: Ryan Nickerson <ryan,n rn hughes_com> Sent:Thursday,July 12, 2018 1:36 PM To:Justin Williams<Justin@striper te.com>; Shar Brophy<Shar@siriperite.com> Cc:Scott Andrews<scott.a@mihugnes corn>; Dustin Haley<Dr:stin.h@mjhughes.corn>; rand:idustin a ':.con Subject: RE: RPMs on WBVR Ok no problem,what would be the timeframe that you would be available to perform the work? Please contact me if you have any questions or comments. Thank you, Ryan Nickerson MJ Hughes Construction Office: 360-314-2024 Mobile: 503-577-8527 Fax: 360-828-5871 CONSTRUCTION From:Justin Williams<Justin@str;perte.corn> Sent:Thursday,July 12, 2018 1:34 PM To: Ryan Nickerson <ryan.nic-amihughes.com>; Shar Brophy<Shar@striperite corn> Cc:Scott Andrews<scott.a@mihughes.com>; Dustin Haley<Dustin.hna mjhughes.com>; randaioustin(L',gmai;.con Subject: Re: RPMs on WBVR I'm on a paint truck at the moment. Can't talk. I can do it for$650 per hundred. Regards, Justin Williams Senior Public Works Estimator Stripe Rite Inc Scheduling Requests: 1.800.427.0484 3 On Jul 12, 2018, at 1:32 PM, Ryan Nickerson <ryan.n@mihughes.com>wrote: Yes. If you have a moment can you give me a call? Please contact me if you have any questions or comments. Thank you, Ryan Nickerson MJ Hughes Construction Office: 360-314-2024 Mobile: 503-577-8527 Fax: 360-828-5871 <image001.jpg> From:Justin Williams<Justin@stHpehte.com> Sent:Thursday,July 12, 2018 1:30 PM To: Ryan Nickerson <ryan.n@mihughes.com> Cc:Scott Andrews<scotta mjhughes.com>; Dustin Haley<Dustin.iH m!hughes.com>; randaiaustin@gmaii.com Subject: Re: RPMs on WBVR Is this after the high friction is complete? Regards, g , Justin Williams Senior Public Works Estimator Stripe Rite Inc Scheduling Requests: 1.800.427.0484 On Jul 12, 2018, at 1:27 PM, Ryan Nickerson <rvaan.n@mjhughes.com>wrote: Justin, The city of Bremerton called today to ask if there was time to be able to add RPM's to the contract. Please see below and the attached standard drawing. Please let me know if you want to price this and how long it would be before you would be able to install them. Please contact me if you have any questions or comments. Thank you, Ryan Nickerson MJ Hughes Construction Office: 360-314-2024 Mobile: 503-577-8527 Fax: 360-828-5871 4 <image001.jpg> From:John Butler<John.Butler@ci.bremerton.wa.us> Sent:Thursday,July 12, 2018 12:28 PM To: Ryan Nickerson <ryan.n@mjhughes.com> Cc: Mike Mayfarth (mikem@kpg.com)<mikem@kpg.com>; Katie Ketterer <Katie.Ketterer@ci.bremerton.wa.us> Subject: RPMs on WBVR Ryan, Per our discussion this morning, please work with Mike to provide pricing for the addition of raised pavement markers. Attached is a WSDT stand detail drawing that shows the specifics of what we are requesting. Type 2YY RPMs spaced every 40 ft throughout the extent of the project area (ie where centerline striping has been removed). I estimate this would be a qty of 750 RPMs and they would be paid as std item#6884. Thanks, John Butler, P.E. Civil Engineer City of Bremerton (360)473-2307 <m20.30-04_e.pdf> 5 PO Box 699 - Pleasant Grove, UT 84062 Phone (801) 785-0505 (J ; Universal Industrial Sales www.uisutah.com Sales Quote ''" 1/2 Request For Quote Number: 43461 Quote Date: 07/19/18 M2 Industrial Customer RFQ No.: Bid Opening Date: 180 Hanson Rd. Ellensburg WA 98926 Project ID: (GR) West Belfair Restock Project Description: Phone: 509-925-6303 Fax: 509-925-6444 (GR) Washington - West Belfair Raod (Restock from UIS Please Note: This Quotation is subject to price escalation if Order #68411) not ordered within 10 days. Subject to material availability. Guardrail Orders: Materials must be shipped within 30 days of order date. ,,,-1..„,,,,„!.?"- k {1k S.` 3�' S" ,-.4:0.74,:„ Y B,'i.:-:..7,:-, ,. 3"-, b t , 4. t a #'LY. . fit # 4 ' .5:. o-. it v 3'� `nv?.... ,�s 4... ;.� ..t�: ^"� �;�»;�,,.�`.�.�to-*` a3s a 14.1„��. TRUCK Scottee Mace Jobsite Net 30 Days 07/12/2018 Item QTY units Weight Description Price Each Total • P102.1 • 644=,EACH 51.W6 x 8.5 x 6'-0" Post(Punched © 7") -$34.70 -$22,346.80• s KGF101.9 4,375 LF 7.5 MGS Guardrail (Steel Post Hdw), Includes: 12/12'-6"/3'-' -$6.68 -$29,225.00 1 1/2" W-Beam, 14" PB's, 1 1/4" SB's, Hdw. - Galvanized (Posts&Blocks Excluded) KGF102 475 LF 7.3 f.12/12'-6"/6'-3" Guardrail w/ (2"PB)(1 1/4SB) Galv. -$6.44: -$3,059.00 (Posts& Blocks Excluded) , KA029.4 5 r EACH 254.5:WA Beam GR Buried Terminal Type 1 (MGS) includes: -$300.87 -$1,504.35 112'-6"Anchor Panel (Punched at 3'-1 1/2"),W8 x 18 x 6Post, Post Plate, and P256.1 63•EACH 68;(WA)W6 x 8.5 x 8'-0" Buried Terminal Post(Punched -$49.12 -$3,094.56 i© 7", 26") P191.4 735 EACH ' 10.5 c.Mondo MGS Block 6"x 12"x 14" Plastic Block w/ -$9.66 3 -$7,100.10 Hanger(MGS14SH) P102.9 7 EACH 93.5 (WA/AK)W6 x 8.5 x 11'-0" Post(Punched © 7") (Top -$65.77 t -$460.39 Web Stamped "11" - Use Stamp 1 1/2"Tall x 2" Wide) • P108.4 • 21'i.EACH • 76.5 f(WA) W6 x 8.5 x 9'-0" Post(Punched © 7") -$54.57 i -$1,145.97 43461- 1:EACH + 20% RestockingFee `. $13,587.23 $13,587.23 Restock 1 Total Quote Weight: 84,646.2 Total Quote Cost: -$54,348.94 Delivery: Priced to ship in full truckloads Please Note: CUSTOMER TO ARRANGE RETURN OF MATERIALS TO UIS (RETURN FREIGHT EXCLUDED) Other Terms: 1. Installation By Others 2. Taxes Excluded W-Beam Guardrail,Thrie Beam Guardrail, Guardrail End Terminals, Wide Flange Steel Posts, Delineators, Related Hardware and Accessories LOIS SalesQ uote gy ,4 2/2 Fr,, Item Units ,eight DesaVtion _"` PricePricitAtt Total 3. It is the customer's responsibility to verify materials quoted meet project requirements.This includes material specifications, sizes, quantities, coatings, etc. 4. Customer must inform Universal in writing about a potential back charge prior to the charge occurring. Universal and Customer must come to a resolution and written approval by Universal must be received before Universal will agree to pay or be held liable for any back charge amounts. Acceptance of Proposal: The above Price, Specifications, and Conditions are satisfactory and hereby accepted. Universal is authorized to do the work as specified. Payments will be made as outlined above with no retention withheld. Authorized Signature: Date of Acceptance: W-Beam Guardrail,Thrie Beam Guardrail, Guardrail End Terminals, Wide Flange Steel Posts, Delineators, Related Hardware and Accessories IND IEP END EN' I ' COST ES'I'MATE CHANGE ORDER 2 KPG INDEPENDENT COST ESTIMATE st:,vrl LL • I AcOMA Project Name. W Belfair Valley Rd and Tracyton Beach Rd Innc Project No: HSIPOOS(459) Change Order Number CO2 Date. 7/27/2018 Description of Work: Add RPMs and Change Sign Posts Add RPMS Pricing Prime Contractor MJ Hughes Sub-Contractor Stripe Rite LABOR STRAIGHT TIME OVERTIME DOLLAR OCCUPATION HOURS WWR HOURS WWR AMOUNT SUBTOTAL-LABOR $ - LABOR OVERHEAD&PROFIT(d 29% $ - LABOR TOTAL $ - _ EQUIPMENT HOURS HOURS ADJUSTED STANDBY DOLLAR EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT SUBTOTAL EQUIPMENT $ - EQUIPMENT OVERHEAD&PROFIT @ 21% $ - EQUIPMENT TOTAL $ - MATERIALS MATERIALS QUANTITY UNIT PRICE DOLLAR AMOUNT $ $ Quantities as measured in the field SUBTOTAL-MATERIALS $ - Pnce per invoice MATERIALS OVERHEAD&PROFIT a 21% $ - MATERIALS TOTAL $ - SUBCONTRACTOR TOTAL SUBCONTRACTOR WORK QUANTITY UNIT PRICE DOLLAR AMOUNT Add Type II Yellow RPMs 2.2 HUND $ 775.00 $ 1,705.00 SUBTOTAL-SUBCONTRACTOR $ 1.705.00 SUBCONTRACTOR MARKUP a 12% Si 204.60 SUBCONTRACTOR TOTAL $ 1,909.60 TOTAL ENGINEER'S ESTIMATE FOR CO2: $ 1,909.60 Summary of Negotiation: Date Notes Contractor's Proposal: $ 2,250.00 Engineer's Estimate: $ 1,909.60 Pased on Previous Projects Pricing Average Accepted Cost: Prepared By: Michael Mayfarth Date: 7/27/2018 Title: Resident Engineer Approved By: Date: Title: CHANGE ORDER 2 MC.I=1" INDEPENDENT COST ESTIMATE SEA T ILL, •-I COMA Project Name: W Belfair Valley Rd and Tracyton Beach Rd Inn( Project No: HSIPOOS(459) Change Order Number: CO2 Date: 7/2.7/2018 Description of Work: Add RPMs and Change Sign Posts Change Sign Posts Pricing Prime Contractor: MJ Hughes Sub-Contractor Baker Rock LABOR STRAIGHT TIME OVERTIME DOLLAR OCCUPATION HOURS WWR HOURS WWR AMOUNT Foreman 4 $ 64.47 $ 94.99 $ 257.88 Baker Rock-Foreman(DRIVE) 9 $ 20.00 $ - $ 180.00 Baker Rock-Foreman 5 $ 57.00 $ - $ 285.00 Baker Rock-Laborer(DRIVE) 9 $ 24.00 $ - $ 216.00 Baker Rock-Laborer 5 $ 70.00 $ - $ 350.00 SUBTOTAL-LABOR $ 1,288.88 LABOR OVERHEAD 8 PROFIT @ 29% $ 373.78 LABOR TOTAL $ 1,662.66 EQUIPMENT HOURS HOURS ADJUSTED STANDBY DOLLAR EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT F350 Truck 9 5 5 25.00 $ 5.00 $ 250.00 Bucket Truck 9 5 $ 45.00 $ 15.00 5 480.00 SUBTOTAL-EQUIPMENT $ 730.00 EQUIPMENT OVERHEAD 8 PROFIT 21% $ 153.30 EQUIPMENT TOTAL S 883.30 MATERIALS MATERIALS QUANTITY UNIT PRICE DOLLAR AMOUNT Quantities as measured in the field SUBTOTAL-MATERIALS $ - Price per invoice MATERIALS OVERHEAD 8 PROFIT©21% S - MATERIALS TOTAL $ - SUBCONTRACTOR TOTAL SUBCONTRACTOR WORK QUANTITY UNIT PRICE DOLLAR AMOUNT Sign Post Costs with Sub Matenal Markup 1 LS $ 2,500.00.5 2,500.00 Additional MISC Costs(Hotel 8 Per Diem) 1 LS S 800.00 $ 800.00 SUBTOTAL-SUBCONTRACTOR 5 3,300.00 SUBCONTRACTOR MARKUP 12% $ 396.00 SUBCONTRACTOR TOTAL $ 3,696.00 TOTAL ENGINEER'S ESTIMATE FOR CO2: $ 6,241.96 Summary of Negotiation: Date Notes Contractor's Proposal: $ 6,692.19 Engineer's Estimate: $ 6,241.96 Accepted Cost: Prepared By: Michael Mayfarth Date: 7/27/2018 Title: Resident Engineer Approved By: Date: Title: FA No.. S DAILY REPORT OF FORCE ACCOUNT WORKED Project Name. Innovative Safety Project No: 315003 Item No. Date: Description of Work: Restock unused guardrail materials back to supplier.Supplier charge 20%Restocking Fee,See attached invoice for quantites. Work by Subcontractors 0 (yes/no) Prime Contractor. MJ Hughes Construction Sub-Contractor. Baker Rock Resources PRIME LABOR STRAIGHT TIME OVERTIME DOLLAR NAME OCCUPATION HOURS WWR HOURS WWR AMOUNT SUBTOTAL-LABOR. $ - LABOR OVERHEAD 8 PROFIT @ 29% $ - LABOR TOTAL S - SUBCONTRACTOR LABOR STRAIGHT TIME OVERTIME DOLLAR NAME OCCUPATION HOURS WWR HOURS WWR AMOUNT Brock Schober Foreman 42 $ 71.51 11 $ 105.19 $ 4,160.51 Kraig Nesmith Operator 10 $ 68.08 2 $ 100.03 $ 880.86 - $ - $ - $ - - $ - $ - $ - SUBTOTAL-LABOR. $ 5,041.37 LABOR OVERHEAD 8 PROFIT @ 29% $ 1,462.00 LABOR TOTAL $ 6,503.37 EQUIPMENT HOURS HOURS ADJUSTED STANDBY DOLLAR EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT 2012 Dodge 5500 Crew Cab 12 $ 21.93 $ - $ 263.16 2004 Elite 32ft Gooseneck Trailer 12 $ 8.60 $ - $ 103.20 2003 S300 Bobcat Skid Steer Loader 3 $ 43.21 $ - $ 129.63 2017 Bobcat T770 Compact Track Loader 12 $ 48.00 $ - $ 576.00 2005 Peterbuilt 378 Tractor 45 $ 75.00 $ - $ 3,375.00 1979 40 ft Trailer 45 $ 45.00 $ - $ 2,025.00 SUBTOTAL-EQUIPMENT $ 6,471.99 EQUIPMENT OVERHEAD 8 PROFIT @ 21% 1359.12 EQUIPMENT TOTAL $ 7,831.11 MATERIALS MATERIALS INVOICE# QUANTITY UNIT PRICE DOLLAR AMOUNT , RESTOCK FEE-UIS 1 LS $ 13.587.23•$ 13,587.23 Lodging 1 LS $ 100.00 $ 100.00 Concrete for Buned Terminals 1 EA $ 518.00 $ 518.00 . $ - Quantities as measured in the field SUBTOTAL-MATERIALS $ 14,205.23 MATERIALS OVERHEAD&PROFIT @ 21% $ 2,983.10 MATERIALS TOTAL $ 17,188.33 Misc Cost Accured Misc Cost Accured QUANTITY UNIT PRICE DOLLAR AMOUNT $ $ - Misc Cost Accured TOTAL S - Verification of Hours Worked Prime TOTAL: $ - Contractor's Representative Date Subcontractor TOTAL: $ 31,522.81 Subcontractor Markup 12% $ 3,782.74 Owner's Representative Date Subcontractor TOTAL including 12%Markup: $ 35,305.55 Pay Estimate Entered: SHEET TOTAL: $ 35,305.55 Date: By: CONTRACTOR'S PROPOSAL / COST IF STIMA' I 'IF • FA No.: If DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: Innovative Safety Project No: 315003 Item No.: 41-Minor Change Date: 7/16/2018&7/17/2018 Description of Work: 7/16/2018 Drive from West Betfari Valley Rd to Baker Rock Supply yard to pick up 2"tele spar posts. 7/17/2018 After picking up 2"tele spar posts from Baker Rock Storage yard,drive to W Belfair Valley Rd. Work by Subcontractor?. 0 (yes/no) Prime Contractor: MJ Hughes Construction Sub-Contractor: Baker Rock Resources __ PRIME LABOR STRAIGHT TIME OVERTIME DOLLAR NAME OCCUPATION HOURS WWR HOURS WWR AMOUNT Carpenter-Dustin Haley Dock,Wharf 4 $ 65.60 $ 89,49 $ 262.40 SUBTOTAL-LABOR: $ 262.40 LABOR OVERHEAD&PROFIT 129% $ 76.'10 LABOR TOTAL S 338.50 SUBCONTRACTOR LABOR STRAIGHT TIME OVERTIME DOLLAR NAME OCCUPATION HOURS WWR HOURS WWR AMOUNT Nick Rickard-FM-Drive lime Foreman 8.5 S 19.89 5 - $ 169 07 Nick Rickard-Foreman Forernan 4.75 5 57.00 5 5 270.76 Perry Brown-LA-Drive,Yard Time Laborer 9.25 $ 23.56 $ - S 217.95 r Perry Bross-Laborer Laborer 4.75 $ 69.65 $ - $ 330.82 SUBTOTAL-t.ABOR: 5 988.60 LABOR OVERHEAD&PROFIT @ 29% $ 286.69 LABOR TOTAL $ 1,275.29 __ EQUIPMENT HOURS HOURS ADJUSTED STANDBY DOLLAR EQUIPMENT OR ATTACHMENTS WORKING STANDBY RATE RATE AMOUNT 6713-Ford F350 Service Truck 8.5 4.75 5 22.06 5 2.90 $ 201.29 6714-Alec Bucket Truck 8.5 4.75 $ 44.61 5 12.78 5 439.89 SUBTOTAL-EQUIPMENT $ 641.18 EQUIPMENT OVERHEAD&PROFIT @ 21% 134.65 EQUIPMENT TOTAL $ 775.83 MATERIALS MATERIALS INVOICE u QUANTITY UNIT PRICE DOLLAR AMOUNT 2x2x12 1 EA S 40.00 S 40.00 2 x 2 x 14 ---- 26 EA S 47.75 S 1,241.50 2x2x16 10 EA $ 55.00 S 550.00 2x2x20 T 1 EA $ 100.00 5 100.00 2.25 x 36' 38 EA S 15.00 S 570.00 Quantities as measured in the field SUBTOTAL-MATERIALS $ 2,501.50 MATERIALS OVERHEAD&PROFIT @ 21% $ 525.32 • _ MATERIALS TOTAL S 3,026.82 Misc Cost Accured hltsc Cost Accured QUANTITY UNIT PRICE DOLLAR AMOUNT Extra Inn Permit 1 5 55.00 S 55.00 $ 55.00 Extra Night Hotel Stay 2 $ 110.00 S 220.00 S --__- 440.00 !! Extra Day Per Diem 2 $ 25.00 5 50.00 S 100.00 t,lisc Cost Accured TOTAL S 595.00 Verification of Hours Worked: Prime TOTAL: S 338.50 Contract°,sPepresentat.ve Cate Subcontractor TOTAL: S 5,672.94 Subcontractor Markup 12% S 680.75 DriersR presemat,ve Care Subcontractor TOTAL including 12%Markup: S 6,353.69 Pay Estimate Entered: SHEET TOTAL: $ 6,692.19 Date:---By: TIME IMPACT ANALYSIS CPM Time Impact Analysis Contract: City of Bremerton -W Belfair Valley Rd and Tracyton Beach Rd Innovative Safety Project Contract#: HSIPOOS(459) Change Order: CO2 Contractor: MJ Hughes CM Reviewer: Michael Mayfarth Date: 07/27/18 Requestor of Change: City of Bremerton Initiator of Change: City of Bremerton Detailed Description of Change: Add RPMS-The City has requested to add Type II RPMS on the center line striping on West Belfair Valley Road.The Contractor will be installing these concurrently with the new striping,therefore no additional time will be added to the contract. Change Sign Posts to 2"-The City has requested to change the sign posts for the project to 2"Telspar vs the approved 2.25" posts.This is to match the post type and dimensions throughout the City. 0 Reference Drawings: Revised Plan Sheets 11-14 and 19-21 'Reason for Change: Both of the changes listed in this Change Order are at the request of the City for the betterment of the Project for the traveling 'public and the ease of long term maintenance. Attached Supporting Documentation: Impacts of this Change on Related Work: No additional days are added to the contract as a result of this work. Other Information: ADDITIONAL I ACKUP Force Account Belfair-Tracyton Beach Project Materials QTY $/Unit Total 2x2x 12' 1 $ 40.00 $ 40.00 2x2x14' 26 $ 47.75 $ 1,241.50 2x2x16 10 $ 55.00 $ 550.00 2x2x20 1 $ 100.00 $ 100.00 2.25x36" 38 $ 15.00 $ 570.00 $ 2,501.50 Labor Date Hours $/HR Total Comments Nick Rickard 7/16/2018 4 $ 16.25 $ 65.00 Drive Time-Travel Back to shop Nick Rickard 7/17/2018 4.5 $ 16.25 $ 73.13 Drive Time-Travel back to job Nick Rickard-Group 2 Labor 7/16/2018 4.75 $ 46.57 $ 221.21 Standby Time Perry Brown 7/16/2018 3.75 $ 19.25 $ 7.2.19 Drive Time-Travel Back to shop Perry Brown 7/16/2018 0.25 $ 19.25 $ 4.81 Yard time unloading Perry Brown-Group 4 Operator 7/16/2018 4.75 $ 56.90 $ 270.28 Standby Time Perry Brown 7/17/2018 4.5 $ 19.25 $ 86.63 Drive Time-Travel back to job Perry Brown 7/17/2018 0.75 $ 19.25 $ 14.44 Yard time loading trucks A $ 807.67 Line A=Total Labor Taxes(FICA,FUTA,State Unemployment,Medical,WC Ins)x 22.40%= B $ 180.92 Line B=Line A x 22.40% C $ 988.59 Line C=Line A+Line B Contractors Allowable Percentage per WSDSOT 1-09.6 x 29%= D $ 286.69 Line D=Line C x 29% Total $ 1,275.28 =Line C+Line D Equipment Date Hours $/HR Comments 6713-Ford F350 Service Truck 7/16/2018 4 $ 22.06 $ 88.24 Drive Time 6713-Ford F350 Service Truck 7/17/2018 4.5 $ 22.06 $ 99.27 Drive Time 6714-Altec Bucket Truck 7/16/2018 4 $ 44.61 $ 178.44 Drive Time 6714-Altec Bucket Truck 7/17/2018 4.5 $ 44.61 $ 200.75 Drive Time 6713-Ford F350 Service Truck 7/16/2018 4.75 $ 2.90 $ 13.78 Standby Time 6714-Altec Bucket Truck 7/16/2018 4.75 $ 12.78 $ 60.71 Standby Time Total Equipment Cost $ 641.18 Contractors Allowable Percentage Per WSDOT 1-09.6 x 21% $ 134.65 Total $ 775.82 Misc.Cost Accured Extra Trip Permit 7/17/2018-7/19/2018 1 $ 55.00 $ 55.00 Extra Night Hotel Stay 7/17/2018 2 $ 110.00 $ 220.00 Extra Day Per Diem 7/17/2018 2 $ 25.00 $ 50.00 Total $ 4,877.60 FICA 0.124 FUTA 0.006 State Unemployment 0.03 Medical 0.029 WC Ins 0.035 22.40% — -. . . ... DAILY REPO -,,.FA No.: RT OF FORCE ACCOUNT WORKED Project Name: 5- IA, - f-4 • , i , . : q - Project No:,' - _.,_.„ .,A,..' '' ' - t'''''''' Bid Item No,: Li - ,.,, , Description of Work: A- r . ‘"e' 2" e k .c4 , . ... • •••• , --. •.0 •iv', ' '-' ,-'"- '''..;,' ---61 .. r, ,cic -)-../ 1.-1 13 t)4t- i, V.. .i... # :' ,"rt•'".', - . :7,7-;„:"ti-, '''...;. Work by Subcontracior7;Yr-f „ IMINEPrime Contractor: /,-,.1-- 1-4,. t S L c-/ f;,, Sub-Contractor. lir, ,"/4„,,key-- ' 0 '. ' '4.1P VELIViii,'.141EiliV;;;;a:3:-?.L'':;.4,-..'":„,..•:',:::. '' ' * *.'*. ' '''''''l':: STRAIGHT TIME OVERTIME NAME L::',:'J PA T ION HOURS HOURS L K F.: i . - 1:1•.-,, -- ...1-4 ' =MI MialliN2M111111111":,:-r 7 L:.1-- ,',- IIIIIEIFZIIIIIIIIII raffling's.= /-',. cr],0,4:7,7'..:F::::t-4 .1171.,::,. STRAIGHT STANDBY COMMENTS EQUIPMENT OR ATTACHMENTS HOURS HOURS 1-- 1 1-- 9.c Ac. 'i-;1..ti!it+ Ty ,..,(X 9. 5 ifr4W:::.''-'.'r:.''''.'''''''''."";:' r ' ".: r"...- :":".'::•'••” r'. •r :- " . ' COMMENTS QUANTITY UNIT MATERIALS 1 f tio.00 L4 2, ,.. 2. x i 2_ 2 ,‹ 2 x I TO 3ç. 0 t4 .2 x 2-X 20 I foo.oo 3 g .2_ . 2 5 )< 3 Cr- Quantthes as measured in the field DOLLAR AMOUNT UNIT ' - QUANTITY INVOICES F t H K 7ki.c" 1:-;f. tice-/-1,ir 2. It 2.2o,oct 403.11 74-+v A N,.4 it+ 11itd 5-+Ay 2 Hp, , E0.00 fol.. ,• Ft / (T;Fiy COMMENTS: yeti*of ours Worked: , . c , fY 5"‘C*4riel""4:!-; ',,-:.:-..-(4rrA contractor,.Representative 7 b Date oy 44409- .11 -5 flty- Du 5,t%A 1-141e, ',,,,i,„ •"iff'24`;1,,', - .7/1.2...ili.S , .,., „ ...„ cmnees Repremit,twe „...1, ,, ,...„„.,„ . .. .... . . .. „.,,,,„ ,„.„.....,.. .... .. ... ,,,,. • DAILY REPORT Of r •yr' ` '.- ` FORCE ACCOUNT WORKED _ ' Prated Name: I y W TWO N •. .s *,, : ��, '� r: Bid Item Na. - Date: art, fr. 70o Description of Work: 1 � � , ey Vie,,� z .F' J F s E ata 3; work : aS Pnme Contractor A4 , , qn!fru ; - ,r Sub-Gontra�for t 1 .. . K . . STRAIGHT TIME OVERTprI£ sa, qE NAME OCCUPATION HOURS A! HOURS , '�', ' 9 /�JIiLK ' ,{ l�L14G1 T6fQMotq 11. � �tA� 004 ti�' U RrG�. � LgE9o�e..r 3. '7$ • y' l I t.. ��✓'r .'� , L-A�o fJ" 2✓ (-I. 5 _ �� ✓ STRAIGHT STANDBY CO# ANTS EQUIPMENT OR ATTACHMENTS HOURS HOURS 1//'-i f350 Szry �e �.�� y 4.75 '*671 AIec R•.�ket m K q �i,7S 67t MATERIALS QUANTITY UNIT COMMENTS I Quantities as measured in the field INVOICES QUANTITY UNIT 1 i R AMOUNT Vefif r= ' n of Hcu�fs Worked: COMMENTS: ��f > � Wovi ( -4D y « tr Data Mt/#/• 411) r /',� /moi,.. � � 41- Xx , ate i� xr