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HomeMy WebLinkAboutWWP2702155(1) r � BEGINNING OF FILE IL"° . 5 - � 155 SSANITa�I ��W' ER KO : 6�TS 60A4Tmc,"noM CO µTitpcT Oil DOCUMENT n FEW Award Datc. CAG- Awwdcd to. s — Address. i Phone. Bid Amount. CONTRACT DOCI',NiWf'S FOR THE CONSTRUCTION OF SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE SHATTUCK AVENUE NE i CITY OF RENTON WASHINGTON Pm MP RMA770N REGARDING THIS PROJEM �U., CITY OF RENTON JOHN HOBSON 206/277-6179 A t� j CITY OF RENTON SANITARY SERER INSTALLATIONS: Duvall Av NE,Monroe Av .,E, Shattuck Av S t CONTRACT DOCUMEM TABLE OF CONTENTS `t .Invitation to Bid Summary of fair Practices Policv Summary of Americans with Disability Act Policy Scope.,`.Work Project Location Map Imtructionc to Bidders -EEO form `Combined Affidavit& Cerificate Form: Non-Collusion Anti-Tiist Claim Minimum Wage Form -Proposal ^Bond to the City of Remou f '1 ^Contract Agreement(Contracts other than Federal-Aid FHWA) _ j -City of Renton Insurance Information form `- e ♦%City of Renton Standard Endorsement form Prevailing MWmum Hourly Wage Rates(New job classifications) Statement of Intent to Pav Prevailing Wages Affidavit of Prevailing Wages Paid Certificate of Payment of Prevailing Wages Environmental Regulation Listing C;ty of Renton Supplemental Specifications ' Special Provisions Documents marked as follows must be submitted at the lime noted and must be executed by the 1, q Contractor,President and Vice President or Secretary if wrporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the l corporation minutes establishing this authority must be attached to the bid document. •Submit with Bid t ^Submit with Notice of Award CITY OF RENTON PlatmingrBuildit.;lPublic Works Department 200 Mill Avenue South Renton,Washington 98055 j I 1 H(omW:war�NNrEMS D�IC DS 1 �Y r Y,Y I L, INVITATION TO SUBMIT BID FOR SANITARY SEWER INSTALLATIONS PROJECT LOCATION: Duvall Avenue NE and Shattuck Avenue South PROJECT DESCRIPTION: Duvall Avenue NE Install approximately 73 L F. of 8" PVC sanitary sewer line, two 48" manholes 17 L F of 6"PVC sanitary sewer line, control density backfill, asphalt patching,pavement markings Shattuck Avenue So Install approximately 23 L.F. of 6" PVC sanitary side sewer, City- supplied Romac sewer saddle, fonndabor, material, control density —� backfill,asphalt patching. jSee attached consb uction plans lot a complete description of project PAYMENT: Payment for the sanitary sewer lute installations will be for complete compensation for all labor. materials(except for fittings to be prrnded by the City of Renton as described above)and equipment, to complete all work shown on, the plans The work will include, but not be limited to, construction .� surveying, excavation and disposal of unsuitable materials. shonno. concrete placement, manhole Jinstallation. asphalt saweuttrng pipe and hangs, connections to a (sling pipe, foundation material, dewatenng.bedding,backfill,temporaiv cold mix and asphalt restoration Shoring s_ co Per RCN') -t Project Completion b _ �' 0� �`c J (does not include shoring) Sales Tax at 8.2 Total bid. $ _ �82-0. 01___ Bidding Bids must be received by 5PM on Luestlyy Oct4hgt_4."1$$4 for consideration Ail bidders shall sign the pr4tosal in the space or owded below The Undersigned bidder herejy understanas that, if awarded the contract It must start work on the project within five (5) days after notKe to proceed and complete the work within twenty (20) consecutive working days of err ssttarting conslrucllon. Dated at (�Ynt this 1�day of OG�LI�C1'—, Is�e4y .i. Name of Company _TIVG �_—�"..LIJ may L ' 17 Signed (,�_.. Title Address. q��� X�pp—������__`Vcwc�. �pp '1 Telephone '1W U1� _ Fax L`'�_Z*1d City of Renton Business License No I�� k.O� 6�_ 7 State Contractor's Licer;e No -U N:D005:94 694 JOH ps:kv 3 J EIIIBIT „A'. OF RERTON SUMMARY OF FAIR PRACTICES POL:,'" ADOP7ED BY .RESOLUTION NO. 1340 Che policy zf the Citj cf Renton. it tc pr,.011 ana a`forc •auai treat.emt and service cc all cituena ana tr assure esuc. ...loy. .est opportunity to all persons regardless of rase, creea; color; ethntoity; national origin; set; tN presence of a non-pob-mated ohystea L, sensory, or m.nral handicap; age; or warttai ecctus. This policy •hall be based on the principle, of •auai .-Via....t opportunity and affirmative cation guidelines as .et fortm in federal, state and local Iaws. All department• of the City of Renton shot, adhere to the folioutng gutdslinr.: (1) EMPLOYMENT PRACTICES . All aattvtttss relat'.no co rmplou- "a...on as recruit...t, •election, prowotien, ter.inetao, and training chat; be conducted in a nar_disertmi naccry ""Rep. Pere...eI deatsions will be based on tndtvtdual perfor.a..e, staffing re4u iratents, and in accordance 1 with gouerntng Civil Service Laws and the agre,wenr between the City of Renton and the Nsshi.eton State Council of County and City Employee. (21 rCCPERATION wITR ROMAN RICR7S ORGANIZATIONS - the Cit✓ cf Banco. w , cooperate ;ua.y with A,. organisations ... eomatoeto.s orga...ad to pro.ot, fair practice. and •dust opportunity in •.ploy.•.•. J� fJ) APFIRMArrVr ACTION PROCRAN - The City Of P.ntc. Affirmac.V, Ac tt on Program uiTS-Si maintai i.d to ,cogitate tautcable repro•entation within the City workforce and to amour, i ,OuaL ..ploy.,. opportunity to all. It shalt be the responsibility and duty of all City official, and employeas t. carr, out the policies, guidelines and corrective Metawr.e as sex forth by slim program. Ccrr.etive uploy..n' prcprawe way be •.tab Li,had by the Mtytr on the r.ea.mendacion of an AffirmatiVe Action Conmitt,e for those department, in which a protected class of employees is under-ropress.t.d. (11 CONTRACTORS OSLIGArIOX - Contractors, subcontractor. and ,upper i— er@ eanauvztng ou.tnoe with the City of Renton .halt ffir- and .ub.eriba t0 the Fair Prae utee and Non- a Dietrtatnatiaan policies met forth by law and in 'he Affirmative Aetcon Program. Copies of this policy aha Ll be distributed to all City employees, •hill appear in all operational diaumencacian of the City, including bid :ally, and shall be pro.in.ntly displayed in appropriate City ty facilities. f C_nRCUFREO IN by the City Council of the City of Renton, uashington, i this _ lad day of Jess logo. CITY DF RENTON: REENNtTON CIYY COUNCIL. 9 Mayor Council President J Attest: Ittaad: July 10. 1972 Ibviandt PabiVtry 9: 1979 ttavisodr Jury 2. 1980 t� � _l i 3 a� _ CITY 01 RENTON SUMMARY OF AMERICANS WTIN DISrtBILITIES ACT POLICY ADOPTED BY RESOLUTION NO. 30Q7 .3 The Policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the Cih of Renton can rcasonably accommodate Cie disability Th:s policy shall be based on the principles of equal employment opportunity,Disabilities Act and other applicable guidelines as set forth in federal, Americans With federal, state and local laws All departments of the th } of F:ecton shalt adhere to the follow ing guideline.%: (1) EM1. 1PLQ)24.2T PRACTICES - All activinu relating to employment such as recruitment,selection,promotion,termination and training shall br conducted in a non- disenminatory nr�mcr. Personnel decisions will be based on individual performarice, .. swag requi=ents,and in accordance wi•h the Amencans With Disabilities Act aid other applicable laws and regulations .1 (2) CO PrI •. N RICFITS ORCANIZA"170NS P -ce - The City of tie..on w^ co` rate fully with all organiz bons and commissions organized to Promote fur PncrIM and equal opportunity for persons with disabilities in employment and r=iPt of City services,activities and programs 13) AMER CAN¢WrM DISABILMES ACT POLICY- Re Coy of Renton.Americans With Disabilities Act Pihcy will be maintamd to facilitate equitable representation.' within the City work force and to assure equal employment oppomuriry and equal access to City-eiviees, activities and programs to all people with disabilities It Shall ' be the responsitiility and the duty of all City' Officia,s and-� em Io ees to Policies and guidelines as set forth in tills policy P Y carry out-he (4) QTRACTORS' OBLICATrQN _ Contractors, subcontractors, consultants and suppliers condo, ting business with the Ciry of Renton shall abide by the requirements of the Americans With Disabilities Act aru promote access to services, activities and ' Programs for people with disabilities. Copies of this policy shall be distributed to all Ciry employees,shall appear in all operational doeumenta! sf the City. maluding bid wills,and shall be prominently displayed in appropriate Cim facilities CONCURRED IN by the City Council of the Gry of Renton, Washington this 4th__day of D o 1993. CITY QF RENTON RENTON CITY COUNCIL" mayor Council � Council President Attest Ciry Ckrk a i SCOPE OF WORK the work involved under the term of this contract document s�a9 be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but rot be limited to: 1 Installation of approximately 73 linear feet of 8" sanitary main line, 102 linear feet of 6" sanirary side sewer, two (2) 48" diameter sanitary sewer manholes, control density fill for trench backfill and asphalt t street patching together with all required appurtenances, and complete restoration. i Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. A total of ZQ working days will be allowed for the completion of ,i this project. The funding of this project will be from City funds. This project will be bid and constructed separately from the Private Contract for the section of the system located west of Taylor Avenue. JSCOPE.DOCIth a 1 l yi I a I 1r:r I 1 J IIJ i 1.4 M s a. 1 xz f- r a + 11" 1 �N}.p Keel •A� r '� L • N_ _ -�� � t x �•w o r I� ff'jl H t +F F SL RMn FT 1 1 " JAL' J ry I � ... ,41p + I . © Nvx vv 4Xi NM W 1 L_ _l L_ � y 1 t r f INSTgUCTIIQ_NNS TO BIDDERS 1. Sealed bids for this proposal will be received by the Cites of Renton at the Public r- Works Customer Service Counter located on the fourth floor, Renton, City Hall, } until 5M o'cio:k p.m., 4n the date soscified in the Invitation to Submit Bids -� No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on th-. forms attached hereto. I 2. The work to be done is shown on the plans. Quantities are unaerstood to be only approximate. Final paym nt will be based on field measurement of actual quantities at the unit puce of lump sum pace bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. t 3. Pens may be examined and copies obtained at the Public Works Department Uffice. Bidders shall satisfy themselves as to the local conditions by inspection of the site. J 4. The bid price for the project must include the performance cf all necessary for completion of the project as described in the specifications. J 5. The bid price shall b, stated in terms of the units indicared and as to a total amount. Illegible fi res will invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 7. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points after the bid opening. - -1 E. The Bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. r 1 9. Payme it for this work will be made in Cash Warrants. J 1 O.The contractor shall cbtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as l indicated on forms enclosed under Attachment A here in and as identified within -� Specificati,n Section 1-07.18. Gry of Renwn 29➢6.0044 J A '1 ..J 4 i 11.The contractor, prior to the start of construction, shall provide the City of Renton a detailed construction schedule for project. 12.Payment retainage shall be done in accordance with Section 1-09.9(2) "Retainage" and Section 1-09.9131 "Contracting Agency's Right to Withhold and Disburse Certain Amounts" of the City of Renton Supplemental Specifications. 13.The construction contract, if awarded, will be awarded by the City of Renton to the lowest, responsible, re.ponsive bidder. Partial bids will not be accepted. The bidder shall not unbalance the bid as this may be used as grounds for o,jection of the bid. 14.Payment of Prevailing Wages In accordance wiO Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be pa o all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's worK in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborer,, workmen, mechanics, or suoconsultants. 15.Employment of Resident Employees The CONTRACTOR and subcontractors shall employ Washington State residents in accordance with the requirements of RCW 39.16. _! 16.Water Pollution Control Requirements .j The CONTRACTOR shall conduct the work in accordance with all applicable pollution control Icws. The CONTRACTOR shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in performance of the work. 17.The CONTRACTOR shall perform all work required, within a maximum 20 working days from the date of Notice to Proceed under this contract. -t 18.AII work under this contract shall he performed in accordance with the following .� stands d specifications except as may be exempted or modified by the enclosed City m Aenton Supplemental Specifications, Special Provisions of other sections of these contract documents, These, standard specifu,ations are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. Coy or 297a 44 1. WSDOT/APNA 11991 Stan,+and Specifications for Road,Bridge and Municipal Construction" here-in-titer referred to by the abbreviated title "Standard Specihcations." ,1 J 2 J i A. Any reference to "State, 'State of Washington," "Department of Transportation,""WSDOT," or any combination thereof in the WSDOT/APWA standards shall be modified to read "City of Renton," unless specifically referring to a standard specification of test method. B. All references to measurement and payment in the WSDOT!APWA ' standards shall be deleted and the measurement and payment shall be lump s:m for all work completed. -' 19.The City reserves the right to pcatpone award of the contract (if awarded for a Period ct sixty (60) calendar daps after the bid opening. 20.Oeotef:hnical Conditions A geotechnical evaluation of the sites has not been performed, The .� CONTRACTOR may make written request of the City for access to the project site to moke their own determination of subsurface conditions. Any excavations -i shall be backfilled and compacted in a suitable manner and any damage caused by the Bidder shall be repairer at the Bidders expense. `1 City of a.rron 1975.W" >I M DDC9:86 710:JDH t. �f .t "1 „} 6 P. j3 I 0 Y CERTIFICATION OF EOUAL EMPLOYMENT OPPORTUNITY REPORT Cecification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder TiyC{*�t'p5.�.fT/aStr uL-hYYa .�4I(. proposed subcontractor hereby certifies that he has )( . uas not ---- participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has ) has rat filed with the Joint Reporting Committce the Director of the Office of Federal Contract Compliance, A Federal Government contracting or administering agency, or the forme. President's Committee on Equal Employment Opportunity, all reports due under the appucable f- filing requirements. x _ t + A � � � V �.COY1S171ALf]An a-LIK-. ti Ay_t (Company) All 1, �vt 9y: �YM OC-ADbPX Date: (Title) +s w a6 < ♦.x�' -" NQg: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be subrrmed by bidders and proposed subcontractors only in connection with contracts and subcontracts which a; subject to the equal ^r opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity ` e clause are sec forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of 510,000 or under are exempt ) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or e= y '., their implementing refulations. i a A Proposed prime conmrctors and subcontractors who have panicipatat ina previous contract or t subcontract subject to the Executive Orders and have not filed the required reports should note , that 41 CFR 60 1.7 (b) !i) prevents the award of contracts and subcontractors unless such J contractor submits a report covering the delinquent perioJ or such other period specified by the Federa! Highways Administration or by the Director, Office of Federal Contract Compliance. - U.S. Department of Labor. • � � EQUAL MlC/IM !r i `-E I A} Yr• r..I .i �•' Y} - ..-.,.�.. ..:�:M.:wMWY,lr„+.o,�gt�YY�:. :N,Fi'�W>r � ' Y M t_ y r . I I 1 t CITY OF RENTON Cant'.,,sa�RM�rx�d CeN!'w,w'x,a. 1 4nnCdluuan.NW-Trvr.wl M,mm�n� W / INarFNtd bJl 1 fNON-COLLUSION AFFIDAVIT 0 roposal or hid, and Being duly sworn, deposes and says. that he is the identical person who submitted Use foregoing prSonnot named and (urthecnithat the detionen has ine and no� sham r not l due'*r induced rnr the any other rB der on the foregoing work esu named ant m put .a sham bid, or any other person or corporation to refrain trom bidding, and that deponent has not • many manner sought by collusion to secure to himself or to any other Person any advantage o��a, timer Sider or Bidders. AND CERTIFICATION RE- ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER resulting from anti-crust violations are in Vendor and purchaser recognize that in actual economic practice overcharges for such over bet usually home by me pueehuer. Therefor, vendor herebv assign, to purchaser any and all claims to overcharges charges ss to goods and materials purchased in connection wdh this ordeuotatior or n tort other seven establishing the resulting from anti.tmst violations commenting after the date of me bid, q price under this order or contract In addition, vendor warrants and represents that such of his suppliers and jsubcontractors shall assign any and all s,11 claims to Purchaser,subject to me aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM 1 1,me undersigned, having been duly sworn, deposed, say Jul cenlfY that fr connection with me nth penance of me tork of this Project. 1 will pay each classification of laborer, workman, or mechanic employed ,n me performance of such work: not less than the prevailing rate of wage or not less than the minimum rate of wages as specified r the principal contract'. that I Fave read the above and foregoing statement and certificate,k'" the contents mcroof end the substance as set forth mercin is true to my knowledge and belief. FOR NON COLLUSION AFFIDAVIT. ASSIGNMENT OF ANTI-TRUST CLAIMS 'f0 PURCHASER AND MINIMUM WAGE AFFIDAVIT �tcftffstis-�uva1L�Ke tJE snofiiuek �vcnuc=niC C .lA1G' TJ1S�A. Name of Project J �IVCrtfA. $Yti6. (Dy) * t Tnf _— Name of Bidder's Firm Y J ignature of Authorized Representative o r y C1�r 55 02 Subscribed and sworn to before me on this LA�day of I ygor ashingion Notar Residing at i f sV PSN\ 94]W1M, 1 J 1� 9' 1 CITY OF RENTON PROPOSAL TO THE CITY OF RENTON RENTON,WASHINGTON Ladies and/or Gentlemen: The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans,specifications and contract governing the work embraced in this improvement,and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement,or as much thereof as can be completed with the money available,in accordance with the said plans,specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items,all extensions,and 4y total amount of bid should be shown. Show unit prices both in writing and foyas ture•Signa ' _ A. Me Address: 1511 C;Cnd nd � ) Ir LU_,T K,-r&,WA gb03a- - Names of Members of Partnership 1 J OR Name of President of Corporation MfLt— AA}.TTI V� Name of Secretary o ,µ,� A f Corporation ��1t"-a' �1 .- -PI fir-- 'a.�. i ��,,y Corprt atiun Organized under the laws of uW 7tLt,l}J (ll. (A.1QSVuavnt�n With Main Office in State of Washington at _r cytt� UJLt6VUA'ks fl �� N femWoanncoPPOPSnL LwCAn 1 i i I I _ . a� ♦A°i BLYO ND. Pza]SOOJ ' j A BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: lThat we, the undersigned PIVETTA BROTHERs CONBTR111'11ouu tnc. as principal, and RELIANCE NATIONAL INCEIHIry Cl corporation organized and existing under the laws of the State of rJ as a surety corpo Ltion, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal Co rporations,f$33.82 .0 surety are -J jointly and severally held and firmly bouts to the City of Renton in the penal sum of S J 5.Rao,o Tfor ' the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives,as the case may be. J This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Dated at_ Washington,this—_ day of_ 19_. Nevertheless,the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG-94.119 providing for construction of SANITARY SEWER INSTALLATIONS•DUY_ ALL AVEDNP and SHATTU K AVE.S IPnH<tl�umt) 1 the principal i•.required to furnish a bond for the faithful performance of the contract. and WHEREAS. the principal has accepted, m u about to accept. the Contract. and undertake to perform the work therein provided for in the manner and within the tine set forth; NOW, THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth,or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, s u b contractors and materialmen, and all persons who shalt supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the pan of said principal, or any subcontractor in tte performance of said work, and shall indemnify and hold tiie City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developinR in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, they, and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect PIKE TTA BROTHERS CONSMU;TION, INc. 4 LIANCE NATIONAL INQNWIty (:UNPANy 1, Pr''cipal / suet /J Y � 1 J Signatuet Signature GerPldlr C. stewrt President a;tornay-in-Fact Title '-- 1 APPrvr<a by L•,ry W<.:<n rn4V,^ I i RELIANCE SURETY COMPANY RELIANCE INSURANCE COMPANY UNITED PACI7C INSURANCE COMPANY RELIANCE NATIONAL IIDE.MNTEY COMPANY I ADMINISTRATIVE OFFICE,PHILADELPHIA,PENNSYLVANIA POWER OF ATTORNEY KNOT ALL MEN BY THESE PRESENTS.that ALLIANCE SURETY COMPANY r. A cenorebon duly organized under the lows of the State of D.I.+wan.and!that RELIANCE INSURANCE COMPANY and UNITED PACIFIC INSURANCE COMPANY,an cwpwaters duly wyanuad under the law] Of the Commeneweehh Of Pervuylvema aM that RELIANCE NATIONAL INDEMNITY COMPANY is A corporation duly agan;aed urger the laws df the Stall of Wisconsin Iher.in Collecbelly Called the Companies" and that the Companies by vvme of apna-we aM seals de hereby nuke. cemnrot.AM"Ohm Mark 6.BielMrdaon.SNvam W."Nor Oeral,e s C.Slow.,May A.Dobb..of S..d . WAaNngnn her 1—and lawrul l♦A eprea n fact,to melfe <asNta. ..at and deliver for aM on marl behalf, AM es then as and dead any.rid W bonds AM aMerdissed a of aiwagAap and m bred the Compromise thereby As fully AM ip the:one if led such bores and uMytMirq.and other wribrgs obligatory in I the nature thereof were signed by an Faecuted,Officer of the Companies aM sealed and anesed by orm other of such R.tars,she hereby stiles she conlema all that th.v sad Acloadi aNmFee,may dam pureuarrte hereof. This Power of AnaMy se grmeM wen she M; the auhimm, of Article VII o1 the By Laws of RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COMPANY, and RELIANCE NATIONAL INDEMNITY COMPANY which aovamns are now m full force and effect.eadeig As follow.'. AeT1,11in F[fCVrpx Cr anNlq Ylp JrgCnrll MGs • ✓a nr.w ry soy wp.r..r rr+�nvn me rs .m.w iw�^re rn..ten an-.r.rva...w„...✓r me✓m.w sore.eves'.limn ram✓ K���yN�ran d✓.s+mr l __' v.some,ro red irrmr,✓-a Yrrn+uu✓d rill hev.d m.1}se 1-1 tr✓O "eJ rermTrr.'.w'avriwre["« s ,ree.e dr I ed,ap o ,wry wv W."rvr n se-.v.mere Na[aoaxe eon n rcn.re[ee4ry ry nw rear,ei✓ir.wa unnlewy. «r.11 eMWe" rve w Jurenrxrye✓e red uvn Are M'e.w«n Wwrvry re-1.1e..inerc.uer,✓nenl or McOn-I✓Ns �n or red�r 1-1 NMmro Cene wed..- 1 n re-evier issiyerwv the I d Aa>µe�✓erdi✓W vxu".rvne-n.e[ .urr.e.i d rm ruu i w.[e Camn.nere Y red b,w ee ar Ov.-r.NwAY. N`v-.Comomr. ere II e-W ewC-1-1 to pwvn.uueC rr..ne.Ww r AffiWrrr]. raN N av.er rrerv-rig leer.. C.n.mrr-v rim awed v Overe ry Nre-s sw...Cungnv er Vnrvnur Cuyrn MCO u or Mrcl.]I.e. —1 seer—1 es sm.. e m .Are .A svA «e., — e[YNr.M eere Rr«✓nf.AYrv.v Nn�nl.saime uni uM'.vra vply o RrM M CarO✓.ewem wv Hwr se me[M .r.n b rere...rie uyrnvu er rr✓,er,0..ese eu c.arq e.r Cmrw.e me lutwe«.m r r io bn a.narrar.y p rreae a r 1 IN WITNESS WHEREOF, rile Companers have caused thane dresems to Le-� d ale mere t6. IS$a. vgne cprpo.ue seal.to he Miele Jbaee,this$pbmMr _ RELIANCE SURETY COMPANY IAN RELCE INSIIRANCF COMPANY UNTIED PACIFlC IN SURANCE COMPANI' Acne *64 IS) MAL RFLIANCENATIO\nL INDFMNITYCOMPANI Amp w STATE Of es v' COUNTY OfF K Rep I Ss On IN a. S.PneWN 26. 19Sd. before me. Jan.t 6lmtls, Ferspnally apceand Lavishes W Cases., who acknowledged hrmsalf to Le the Sena Vice Presldant Of the ANIA ea Surety Company.wed the Vice Ph aidsut of Reliance In urance Company.United Pacific Insurance Company, M Reliance National Iedemedy Company mU that as such.. luuy iuthaaed to do so.or tiled the for rel malwmenl Iw red adpose rhe.em remained by srgti.rry the name of tNe corporation py hmualf Aid,him ou,oh ed.",car J1 In wares,whxwl I M sunta at ny heed and official Heutafy Public m aM Ior the State of Wimme,jr, 11HMf RRR sMnq at Puyallup I Robed L.",Aaslsum Secret.,,Of RELIAN'F SURETY CO NCC INSUNANCE CJMPAM,UMRD PACIFIC INSURANCE COMP ANY,aM RELIANCE NATIONAL INDEMNITY COMPANY do hereby y met ind above AM IwAgOup is a Ime and correct copy of the Power Of Attorney eaeomed by said ComPaniea.which is still in fun force and oL.C, IN WITNESS WHEREOF I have hereunto Air my hand am au.rry time seals or.aid Companies this day of 19 I J ,- _�__ _AssistsAssists,, � - r an!Secretary ..- --------- T � ' �-A h t� I. CUD Y 7 CONTRACTS OTHER THAN FEDERAL-AID FHWA < � THIS AGREEMENT, made and entered into this day of _, 19_. by and between THE CITY OF RENTON, Washington, a municipal corporation of the State a s of Washington, hereinafter referred to as "CRY" and PIVE FA BROS. CONSTRUCTION, --) INC.,hereinafter referred to m"CONTRAC fOR." WIfNESSETH: ' r a 1) The Contractor shall within the time stipulated, (to-wit, within ZQ working days from date of commencement hereof m required by the Contract, of which this agreenxm is a component part)perform all the work and services required to be performed, and provide `•* -- -� and furnish all of the labor, materials,appliances, machines,tools, equipment, utility and •�'k transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. CAG-94-119 for improvement by construction and installation of: 7 SANITARY SEWER INSTALLATIONS: DUYALL AVENUE NE and SHA?"r' -K AVE-WE S All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and specifications, including any and all addeeda issued by the City and all other documents hereinafter enumerated, and in furl compliance with all applicable codes, ordinarces and regulations of the City of Renton J and any other governmental authority having jurisdiction rhereover. It is fuller agreed and stipulated that all of said labor,materials, appliances,machines,tools, equipment and services shall he furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications anJ all requirements of or arising under the Contract. The Consultant agrees to use recycled materials whenever practicable. 2) The aforesaid Contract,entered into by the acceptance of the Contractor's bid and signing —I of this agreement, consists of the following documents,all of which are component parts J of said Contract and as fully a part thereof as if herein set out in full,and if not attached, as if hereto attached. a) This Agreement b) Instruction to Bidden ..S c) Bid Proposal J d) Specifications e) Maps and Plans f) Bid g) Advertisement for Bids h) Special Provisions,if any Ji) Technical Specifications, if any li r Y argil I ' Contracts other than Federal-Aid FHW A Page 2 of 4 . i �i 3) If the Contractor refuses or fails to prosecute the work or any part Hereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the -1 Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the Ci!y may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten(10)days after the 1 serving of such notice,such violation or noncompliance of any provision of the Contract .� shall cease and satisfactory arrangement for the correction thereof be made,this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen —f (15) days after the serving upon it of such notice of termination does not perform J Contract or does not commence rce formance thereof within thirty (30)days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby- In such event,the City, if it so elects,may,without liability for so doing.take possession of and utilize in completing said Contract such materials,machinery,appliances,equipment, plants and other properties belonging to the Contractor as may be on site of the project and usetul therein 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions,damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from qr out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, 1 unless otherv.ise roecifically provided for in this Contract. J In the event the City shall, without fault on its part, he made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Futhermore,Contractor agrees to pay all costs, expenses and reasonable atnvney's fees that may 6e incurred or paid by City in the enforcement of any of the covenants,provisions and agreements hereunder. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of(a)the Contractor's agents or employer: and (b) the City, its agents, officers and employees, and involves those actions covered by 4 -t !F .t T a �.. „may�A��ar•M,. _..�_. .�.rra.,......���.... _....rwYJri`-�...... ,. . . ....-. 4r ` I , Contracts other than Federal-Aid FHWA Page 3 of 4 RCW 4.24.115,this indemnity provision with respect to claims or suits based upon such concurrer*.negligence shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. J 6) Any notice from one party to the other party under the Contract shall be in writing and I , shall be dsted and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage ^f prepaid,certified or registered mail. J 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than jQ working days from the date of commencement. For each and every working day of delay after d.e established day of completion, it is hereby stipulated 7 and agreed that the damag•s to the City occasioned by said delay will be the sum of per Section 1-08.9 of Standard Specifications as liquidated damages(and not as a penalty)for each such day,which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment not any provision in the Contract nor partial or - entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for flLity materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any,shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from lime to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performamce of the Contract, including the payment of all perwns and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract;said bond to be in the full amount of the Contract price as specified in Paragraph It. The surety or sureties on such bond or Minds must be duly licensed as a surety in the State of Washington. 1 � J I L.., --. :.}... �. J of_ 1 Contracts other than Federal-Aid FHWA Page 4 of 4 II) The Contractor shall verify, when submitting first payment invoice and annually - thereafter,possession of a current City of Renton business license while conducting work for the City. The Contractor shall require, and provide cwification upon request,that all subcontractors participating in a City project possess a current City of Renton business license. The Contractor shall provide, and obtain City approval of, a traffic control plan —� prior to conducting work in City right-cif-way. f 12) The total amount of this contract is the sum of sj.3,82-Q,�'1 Thirty three thtnd� ' h h n red twenty end 07/100 which includes Washington State Sales Tax. Payments will be made to Contractor a< Jspecified in the"Special Provisions"of this Contract. J IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and )ear first above-written. N CT CITY OF RENTON PresidenUPanner/Owner Mayor ATTEST I Secretary City Clerk dba Pivetta Bros- rbrstru tion Inc. Firm Name ❑ Individual ❑ Partnership ® Co potation Incorporated in !a i cn _ Attention: 13 If business is a CORPORATION, name of the corporation should be listed in full and both Pr,.Ident and Secretary must sign the contract.OR if one signature is permitted by corporation "� by laws, a copy of the by-laws shall be furnished to the City and made a part of the contract d document 1 If business is a PARTNERSHIP, full name of each partner should be listed followed by dlb/a (doing business as)and firm or trade name,any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, t:.e name of the owner should appear followed by dfbla and name of the company LI L �A6.4111.11. CERTIFICATE OF INSURANCE C59 N7 PZVPR-1 10/17/94 PeDCUGG r THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION F ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Hurley, Atkins 6 Stewart, Inc. HOLDEN.THIS CERTIFICATE DOES NOT AMEND.EXTEND OR - a00 Ninth Avenue, Suite 1500 ALTER THE COVERAGE AFFORDED BY THE POLICIE`BELOW. Seattle WA 98101 COMPANIES AFFORDING COVERAU_E LNorIDa Freier coMFury A North Pacific Ina Co A.VII cGMANr E Pive<ta Brothers Construction cDMPANY Inc C P 0 Box 1066 I' Rent WA "0" p COVERAGES I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTEO BELOW HAVE KEH ISSUED TO THE INSURED NAMED ABOVE FOR THE OL'CV PERIOD INDICATED,NOT ITNSTANDNG ANY REQUIREMENT,TERM 09 CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTNICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES CEKAHIED HEREIN IS SUBJECT TO ALL THE TFRMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HA`L.BEEN DEDUCED BY PAID CLAIMS, TYFE OF WSUNHCF FOUCY NUYIG a-Bo"C"'"' elMeerYY1 laeT! m\WL uuAT o9I6ML RDBRfoAfE \Sr GOO,OOO A T'xXtISKIR MMGcm neEBIrA�LUAEaErr i M1130367 09/01/94 09/01/95 NnpKTf.caMwPnm I.1,000,000 cows MADE t X�Z: FAEONK•AaV EGary ;1,000,000 NIM S A CONTRACTaRy roT EACH DLCIaEIEIEtE \1 D00.000 STOP GAP FEeOWAO•Mn eM wti 50,000 PROS AG GR NNO.VN Me —N I\ 51000 M I AN"AL LMRRm A E AM'AUTO C01130367 09/01/941 09/01/95 c0\I{{e01W0.E LIMIT +1,000,000 ALL OWNED AIDA appeY NRAIY \ .SC.Nrtos i ti F'�N NFRO AUTOS % NpFOWMFD RUT09 i FWFDIM1 OAMAU WY!IWIRY AUTO.1,G ACCXINT \ ANY 4R0 011lpl TMFJI AVT°OMLY: ___ FA[H AC�eIMT F I AOOR[n.Sn \ GLW LIAEIIfY eAa ODCLIAIEa:e .2,000,000 A E Lw{AmAFDw XCL6140 G9/01/94 09/01/95 AaaAewn \2,000,000 aTH61 T1MNIMRa1A HIMI W01{W CWRR1Tpy Ap STAM°IIY WR$ MFNOrIp'DRWn EACH e[COBIT THE NaN`NTO& -I-- PAAINQSEMECUT,VE ML MlFAIE.POLICY UMR II DGCEq ARL a E FACE EMPLOYE! iT OTNf11 ICRIIfpM OP OPEIMLgN{AO[ATgMYA'Fm<IEiSPE<IGl ITFMS RE: SANITARY SE9TSR INSTALLATIONS; DUVALL AVE NH AND SHATTUCK AVENDE NE 'IHE CITY OF RENTON, A THEIR OFFICERS OFFICIALS, EMPLOYEES, SUBCONSMTANTS AND VOLUNTEERS SHALL EE NAMED D➢ITIONAL INSURED AS RESPECTS THE NAMED INSMSD'S OPERATIONS ON THE ABOVE PROJECT, PER CG2010 ATTACHED. THIS INSURANCE IS PRIHARY. SHVBRABZ LITY OF INTEREST APPLIES AS RESPECTS THE CERT HOLDER ETAL_ CERTIFR'ATE HOIDER CANCELLATION RENCI-1 SNONO AM OF THE AFUVE OGCwED POLKTES IF CANCELUD MFORE THE GFAAHON DATE THEM04,THE MSUA,I COMPANY WILL MAIL City Of Renton 45 .1.WAT'n.NOTICE TO THE CGIIIK.TE HOLDG WAVED TO THE IEr. Wastewater Utility Section MTW'fgMMA"�AM46 rVkRWASIQf%M'%KIMIP#I(7M(CBg4dfI0M Mx41P[7I`' Art.: John Hobson, Proj Eng 300 Mill Ave. S. I Renton WA 98055 AVTTMR:zfO REGElENIA rvE Moines Freier ACORO 25-5131931 COR➢CORPORAPON 1993 . J L J I I I J FOLICY NUMBER: C01130367 COMMERCIAL GENERAL LIABILITY J THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY, ADDITIONAL INSURED -- OWNERS, LESSEES OR CONTRACTORS (FORM B) —i This endorsement modifies insurance provided under the fallowing: i COMMERCIAL GENERAL LIABILITY CUVERAGE PART. SCHEDULE Name of Person or Organization: CITY OF RENTON. THEIR OFFICERS, OFFICIALS,EMPLOYEES, J SUBCONSULTANTS AND VOLUNTEERS WASTEWATER UTILITY SECTION ATTN:JOHN HOBSON, PROJ ENG 200 MILL AVE SO RENTON, WA 98055 1 Re: SANITARY SEWER INSTALLATIONS: DUVALL AVE NE AND SHATTUCK AVENUE NE (It no entry appears above,information regwred to complete this endorsement will be sho.vn in the Declarations as applicable to this endorsement' WHO IS AN INSURED (Secbcn I0 is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liah arising out of your ongoing operations performed for that insured. THIS INSURANCE IS PRIMARY. 3 i I 3 Ed:1093 J yr. A ' r ai x) , CITY OF RENTON INSUP^NCE INFORMATION FORM For: PIVETTA BROTHERS CONSTRUCTION INC. Project Number: CAG-94-119 `f Are the following coverage's and/or conditions in effect? ' --yes No The P lic form is !SO Commercial General Liability form G 00 01 r CG 00 02 (circle one). If no, attach a copy of ' the po icy with required coverage's clearly identified. Lta,(i Products and Completed Operation Coverage Cross Liability Clause(or equivalent wording) Personal Injury Liability Coverage (with employee exclusion deleted) Broad Form Property Damage with X,C, U Hazards included JBlanket Contractual Liability Coverage applving to this contract Employers Liability -Stop Gap -I Insurer's Best Rating GL A+FII AL A+VII Excess A+VII I 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 aiached Certificate ! of Insurance. The City shall obtain Declaration of Policy pages from awarded bidder prior to execution of J contract. HURLEY ATKINS & STEWART Inc. Norma J Freier Agency/Broker Completed�(type) 1800 NINTH AVE, SUITE !%)) Q/ Address SEATTLE, WA 98101 Completed by(sign re) Norma J Freier 682-5656 .y io of Person In contract Telephone Number I . NOTE: THIS QUESTIONNAIRE MUST BE COMPLETED AND ATTACHED TO CERTIFICATE OF INSURANCE JR:fo.l.—VENDORSE.IA)CNp I NORTH PAGWIC INSURANCE COMPANY oP O Boa ne Omu O I —I 71 0,1;°GON AUTOMOBILE INSURANCE COMPANY pptlyb. q yypT J1 INSURANCE R FRONDED By NORTH PACIFIC INSURANCE COMPANY 1 POLICY CO 13-03-67 RENEWAL OF: NEW J COMMON POLICY DECLARATIONS YOUR AGENT: AGENT CODE: 5052-40 HURLEY. ATKINS g STFWART INC 1 * NAMED INSURED AND MAILING ADDRESS: POLICY PERIOD: PI VETTA BROTHERS CONSTRUCTION, INC. From —A9=1494— 10 noi�tygc ___ _; PO BOA 1066 11:01 a.m.wMatd time a your mailing addle++hown above KENT, WA 98032 BUSINESS DESCRIPTION: GENERAL CONTRACTOR 1 1 FORM OF BUSINESS: CORPORATION 7F�- payment of the prem,um,aiM mb,t m all the terms of this poky,we agree wKh you m PrW'We Me m+urana a>wed m this Jcy mmisa of tM rollnwing CmerageParts for which a rcmmm is ;AKx ,Thi+prom un m.Y be subject to adµ'--tPREMIUM COVERAGE PARTS L PROPERTY COVERAGE PARTAI.GENERAL LIABILITY COVERAGE PART ;AL AUTO COVERAGE PART --COMAL CRIME COVERAGE PART ---- —L�----- COMMERCIAL INLAND MARINE COVERAGE PART S FARM COVERAGE PART - -- i I S oa nl crcli euc nuc rQVFRAGES crHcp B c ._--.. S — J I —--- -- TOTAL POLICY PREMIUM — L FORMS AND ENDORSEMENTS APPLICABLE TO ALL COVERAGE PARTS. i IL0017 11-85, IL0146 11-88 1 — Cuumm�ignature r quir d by law _— — AunwrRed Represenutbe J These deciarauons together with the common p IKY cohehwm,ccveuge Dart Iot"s)and loans and II any."wed to(orm a part thercai, comp'ea the above numbered poliry aaW ••RII ORIGINAL 09/19/94 tro,a� L_ F 1. 1. E iT •.r I GENERAL LIABILITY DECLARATIONS — POLICY C01 13-03-67 NAMEDINSURED: PIVETTA BROTHERS CONSTRUCTION, INC. COVtRAGE -- - LIMITS OF INSURANCE GENERAL AGGREGATE LIMIT(Od:uthan Products-Completed Opetada ) Synnn-nnn _ t PRODUCTS-COMPLETED OPERNTIONS AGGREGATE LIMIT Sr,nnn nnn _ EACH OCCURRI I.CE LIMIT S L,nnn n,0_n PERSONAL AND ADVERB ,IIURY LIMIT $L.,nnn nnn JFIRE DAMAGE LIMIT $RO-000 A"v One Fie l MEDKAL EXPENSE LIMIT S_S.p-4�— AnyO,m Peron -+ LOCATION OFALL PREMISESYOU OWN,RENT,OR OCCUPY: 4 PREMIUM BASE RATE ITEM 001 CLASS CODE 91585 CONTRACTbRS SUBCONTRACTED WORK IN CONNECTION W/CONSTR, [)) 1550,0. .268 RECONSTRUCTION REPAIR OR ERECTION OF BUILDINGS NOC C) 150,000 .700 '1 I 155i1 S CENTTRAL AVE KENT, WA 98032 ITEM G02,CLASS COOL 98820 P1 130,000 5 55199 SEWER MAINS OR CONNECTIONS CONSTRUCTION p 1 0,000 .900 1511 S CENT7RAL AVE KENT, WA 913032 I ITEM 0033 CLASS CODE 99g46 p 0,000 51.26gg WATER NINS OR CONNECTIONS CONSTRUCTION p; y0 OOG 3.012 111 S CENTRAL AVE it KENT, WA 98032 *INCLUDING PRODUCTS AND/OR COMPLETED OPERATIONS SEE DEFINITION 74C 18 SEE SUMLEMENTAL SCHEDULE A.AREA C. TOTAL COST P. PAYROLL S. GROSS SALES U. UNITS M.ADMISSIONS T. OTHER «j EM — IXCA T'.f OF 6UE: FORMNOOR1 - PG is3i71 � 33Sdi99331139ii5�3ll80 1 6 - 39 935. 030110-93+. CS45083o99 > 1p� 3L5903 9 . i00 -eC i ANGE CS no W931 TRFMIUAA: 12 640.00_� I COMMERCIAL AUTO POLICY CO1 13-03-67 t 6 DECLARATIONS JI 1 ITEM ONE-NAMED INSURED - - - PIVETTA BROTHERS CONSTRUCTION, INC. i ITEM TV SCHEDULE OF COVERAGES AND COVERED AUTOS Insurance 8 afforded only for such coverages as are indicated by specific premium charge.Each of these coverages wit!apply only ..s tothose'autos•�hovvn as covered•auto$.-'Autm•are showy.as covered'autos'for a particu coverage only by the entry of one J or more of the symbols from ITEM THREE np2 to Me name of the crn erage. COVERAGES COVEREDAUTJa LIMIT PREMIUM IiweITFTHREE)The matac�k et«Im anY orie aenm �— _ PERsllt+^--�I IN��PROT PAW.TEIY STATED IN Ear HPIPENDORSEMENT ALTOMEDKX PAYMENTS IWPbUREDMOTORliTS I R MOTORIS 1 0 00 P ICAI OMAAGE 7, PER CS790 - SCHEDULE OF AUTOMOBILES 2 �, COMMEHENSNE COVERAGE AND COVERAGE 9 PAYE CAt15ESOFLOSSC 1pS$c uSPEED 7 PER C5750 - SCHEDULE OF AUTOMOBI IES 1 1, OVERAMCE AND COVERAGE I Jnh3tcN D•wucE 7, 6 COLUSIONCOVERAGE PER [5750 - SCHEDULE OF AUTOM AND COVERAGE CHILES 1.824.i J MAYSKAL DAMACE S _ ^t TOWING, 600 JUNEO b WA I FORMS AND ENDORSEMENTS APPLYING TO THIS COVERAGE PART AND MADE PART OF THIS POLICY AT WE OF ISSUE: CAOOOI 06-92, CA0135 10-92, CA2134 05-94, CS160-1 099-93, CS553 10-90. CS650 07-89+ CS662 06-89. CS750 09.91+. CS752 09-91+, IL0021 I1-85. CA2001 12-90+. CA9950 12-90 J I J a PREMIUM J{ CS eTm n T.v3I L _J pREVAILING WAGEINRAUM HOURLY ! I 1..� I A f --t 1 , f STATE OF W�ASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES I _ PO BOX 44540,OLVMPIA,WASHINGTON 98504-4540 i (206)956-5335 - FAX(206)956-5300 February I, 1994 TO All Public .Agencies and ocher Interested Parties 77 FROM: Jim Christensen. Industrial Stausanan SUBJECT Revised Prevailing Wages for Publk Works Enclosed are the newest revised prevailing wage rates They are the prevailing rates of wage for public works projects that will bid on or after March 3. 1994 RCW 39.12.030 requires that public agencies print these prevailing wage rates in bid specifications and public works contracts Separate Landscape Maintenance rates have been eliminated. The prevailing wage -� rate for this occupation can be found under Landscape Construction. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplving materials to a public works construction site. prevailing wage rates for operators of equipment such as crushers and batch plants can be found under Power Equipment Operators. Prevailing wage rates for Fabncated Precast Concrete Products have been revised as [tie result of a recent wage survey For public works projects bid on or after December 3, 1993. no reciprocal apprenticeship agreement exists between Washington and Oregon, or between, Washington and Idaho. This means that. for those projects.workers not registered with the Washington Apprenticeship Council must be paid as fully qualified journey level workers. Prior to December 3, 1993. workers registered as ,J apprentices or trainees in bordering states were not entitled to receive journev- level wages on Washington public works projects. 8 _ J ' I I r e , Q a STATE OF WASMINGTON DEPARTMENT OF LABOR AND INDUSTRIES ESAC DMSION - TELEPHONE (206) 956-5335 PO SOX 44540, GLYMPIA, WASHINGTON 98504-4540 1 Febr..ary 2S, 1994 TO: Public Agencies and other _nterested Partces FROM: Jim Christensen, IndUsz—a: Statistician SUBJECT: $ioa_ e e o �. tiv_. March 3. 19_4 Listed below are revised prevailing wage rates for CemeLt Masons. The effective date for these revisions is March 3, 1994. For projects bid on or after that date, bid specifications and construction contra^ts will need to reflect the revised wage rates, rather than the ones in the pubiicat_on, also dated March 3, 1994, which was mailed to you earlier this month. 9—MNG HO T WAGE AND PRINGS S ITe P R CSD�NT M7SON5. -: COUNTIES COVERED: CIATT M, GRAYS HARBOR, I2•LAND, JEFFERSON, RING, RITSAP, LEWIS, MASON, PACIFIC, PIERCF, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM ri xpREY NaaLY p N A" MINNIE TIME I IDAY Ityij KNEFITS ^ UWNT IMmlf J CEMENT NA O 21.16 5.1n 10 5p -lATCNIML AND PAVING 21.16 S.YO 10 5p =14L SQ Si DEML CI F AND QITTER 10 21.'- S.M 10 S0 ECf 21 16 5.W 10 SO UNDE1Yp cu�ol4o 21.16 5.80 10 5D PLASTIC, EEYi 21.41 5.80 10 Sp CGINUE, EPDXY, xufTlC 21.41 5.80 10 So PQWER TE flit 5.t0 10 Sp >P1ER STIN A1q .�IIf1ER5 21.11 SNWLASTIYL 21.41 5.m to 54 tN itx pDl04m 0011CtFT[ 21.41 5.t0 ;0 SD 41AIM NOZZLE KNt04 21.41 S.YO .0 5p „J Tp EL "UNS 21.N 5.f0 10 R tR4MAL N,LCYINE ON COLONED 21.41 5.80 10 Sp SLAIIS, CPIM6ITIW OR '.AImN iL 004S 2?.ds 5'� 10 50 t J ,7 J b 4 i J BENEFlT CODE BEY EFFECTIVE 07.03-94 ........................................................................................................................ OVERTIME CODES ALl.HOURS WORKED IN EXCESS OF EIGHT(S)HOURS PER DAY OR FORTY(40)HOURS PER WEEK Sit, BE PAID AT ONF ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A ALL HOURS WORKED ON SATURDAYS.SUNDAYS ANC HOLIDAYS SHALL ALSO BE PAID AT ONE AIM 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 ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE D ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF W AJE ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYSA SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE EOUIRLY RATE OF WAGE. F ALL HOURS WORKED ON SATURDAYS.SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOABLE THE HOURLY RATE OF WAGE G ALL HOURS WORKED ON SATURDAY AND SUNDAY(EXCEPT MAKEUP DAY)SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RAT[OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H ALL HOURS WORKED ON SATURDA�S SHALL BE P"D AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNEAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF W.IGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAD)AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE M ADDITION TO THE REGULAR HOLIDAY PAY I ALL HOURS WORKED ON SATURDAYS AND SUNDAYS(EXCEPT MAKEUP DAYS DUE TO INCLEMENT WEATHER) SHALL BE PAID AT ONE AND ONF-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SltC 1 BE PAID AT DOUBLE 1HE HOURLY RATE OF WAGE 1 THE RRST EIGHT M)HOURS ON SATURDAY SHALL BE PM •ONE AND ON'HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF EIGHT(R)HOURS ON SATURDAY.AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SWJ-L BE PAN AT DOUBLE,TELL HOURLY RATE OF WAGE. K ALL HOURS WORKED ON SATU1 DAYS AND SUNDA YS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAN AT DOUBLE 171E HOURLY RATE OF WAGE L ALL HOURS WORKED ON SATURDAYS(EXCEPT R A MAKEUP DAY)SHALL SHALL PAN AT ONE AND ONE-HALF J TIMES THE HOURLY RATE L WAGE. ALL HOWLS WORKED ON L BE AID SHALL BE PAID-H DOUBLE THE HOURL Y RATE OF W AGE ALL ADDITION WORKED ON UHOLIDAYSRHOLIDAY SHALL BE PAN AT ONE AND ONE-HALF TIMES THE NOVRI.Y RATE OF WAGE M ADDTTNHI TO THE REGULAR HOLIDAY PA)' M. ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS IF WORK IS LOS, DUE TO INCLEMENT WEATHER d CONDITIONS)SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOMEY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAN AT DOUBLE THE HOURLY RATE OF WAGE. N ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS)SHALL BE PAID ATONE AND ONF.HALF TIMES THE HOURLY RATE OF WAGE. ALL HUM WORKED ON SUNDAYS AND HOLIDA`.-S SHALL BE PAN AT DOUDLE THE HOURLY RATE OF WAGE. O All.HOURS WORKED ON SATURDAYS(EXCEPT FOR MAKEUP DAYT)SHALL BE PAID AT ONE AND ONE-HALF TIMES TF- HOURLY RATF OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE INE HOURLY P -- lF WAGE. ) J f P ALL HOURS WORKED ON SATURDAYS AND SUNDAYS(EXCEPT MAKEUP DAYS]SHALL BE PAID ATONE AND ONE. 1 I' HALF TIMES THE HOURLY RATE OF WAGE. O ALL HOURS WORKED ON SATURDAYS(EXCEPT FOR MAKE-UP DAYS DUE TO INCLEMENT WEATHER)AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS.SHALL BE PAID AT ONE AND ONE HALF TIMES THE HOURLY RATE OF WAGE. W 9 j R ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALI.BE PAID AT TWO TB.¢S THE HOURLY RATE OF WAGE. S .ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF l+i WAGE PLUS NE.LLTH AND WELFARE AND VACATION. ALL HOURS WORKED ON SUNDAYS AF'D HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE PLUS HEALTH AND WELFARE AND VACATION O T ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE- ? WAGE. ALL HOURS WORKED ON 'SUNDAYS S AND HOLIDAYS SHALL BE PAID AT TWO TIMES O TIMES THE HOURLY HOURLY RATE OF 1 WAGE. FOR ALL WORK WORKED IN EXCESS OF EIGHT(S)HOURS PER DAY OR FORTY(M)HOURS PER WEEK AND ' FOR ALL HOURS WORKED ON SATURDAYS,SUI.'DAYS AND HOLIDAYS.THE HEALTH A WELFARE,AND VACATION BENEFITS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE PENSION AND TRAINING SHALL BE PAID AT THE REGULAR HOURLY RATE U ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF i 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 IABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. V ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE PREVAILIN INTO THE HOLIDAY PAY. G HOURLY RATE OF WAGE ADDITION I W ALL HOURS WORKEDON SATURDAYS AND SUNDAYS SHALL BE PAIDATONE AND ONE-HALF TIMES THE HOURLY ' I RATE OF WAGE SATURDAYS AND SUNDAYS MAY BE WORKED AS A MAKE-UP DAY AT THE PREVAILING HOURLY I RATE OF WAGE (NO OVERTIME) WHEN WOW(CONTROL )S LOST DUE Tp ANY REASON BEYOND THE EMPLOYER'S. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAG' X ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE PLUS ONE AND ONE-HALF TIMES THE VACATION.HEALTH,WELFARE AND DENTAL BENEFITS. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TD.us THE HOURLY RATE OF WAGE PLIES TWO E TIMES THE VACATION.HEALTH.WELiARE AND DENTAL BENEFITS Y ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE- r WAGE. ALL HOURS W HALF T1MM THE HOURLY RATE OF ORONS RE UIRE W S AND BE DONEAYS SHALL U PAID T TWO TIMES THE HOURLY M OF WAGE. WHERE SATURDAY CONDITIONS REQUIRE WORK TO BE DONE ON SATURDAY.THE WOW(WEEK MAY BE TM THROUGH SAIlIROAY z THE FIRST EIGHT HOURS ON THE FIRST SHOT ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE + HOURLY RATE OF WAGE ALL OTHER HOURS WORKED ON SATURDAYS AND ALL HOURS WORKED ON SUNDAYS 1 AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE i - ALL HOURS WORKED IN EXCESS OF EIGHT(S)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL HE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A THE FIRST SIX(6)HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WOP-KED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B ALL HOURS WORKED ON SATURDAYS(EXCEPT WHEN WORKED AS A MAKE-UP DAY)SHALL BE PAID ATONE ''D ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-4ALF TIMES THE HOURLY RATE OF WAGE PLUS HOLIDAY PAY(IF EUGIBLEI .1 i C THE FIRST TEN HOURS WORKED ON RATE OF WAGE SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TII.IES THE HOURLY ALL HOURS WORKED IN EXCESS OF ELEVEN HOURS PER DAY, FRIDAY,ALL NOR DAY THROUGH HOURS WORKED IN EXCESS OF TEN HOURS ON SATURDAYS AND ALL HOURS WORKED ONFRIDA .AND HOLIDAYS SHALL BF PAID AT TWO TIMES THE HOURLY RATE OF WAGE SUNDAYS JJJ 2 1 J f.� r J Y _. D ALL I10LIRS WORKED ON SATVRL4Y SHALL BE PAID ATONE ANb ON[-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON 0 NDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WI.GE ALL HOURS WORKED ON HOLIDAY SHALL BE PAD AT ONE AND ONE-HALF TIMES THE HOURLY RATE Or WAGE. IN ADDITION TO THE REGULAR S RAIGHT-TIME PAY FC t HOLIDAYS E ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS fEXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE + PAID AT',WO TIMES THE HOURLY RATE OF WALL F THE.FIRST EIGHT 16)HOURS WORKED ON HOLIDAYS MALL BE PAD AT THE STRAIGHT HOURLY RATE OF WAGE N ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT(S)HOURS ON HOLIDAYS SHALL BE PAD AT DOUBLE-HE HOURLY RATE OF W AGE G ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT WO AND ONE-HALF TIMES-HE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID Ai ONE AND ONE-HALF TIMES SHE HOURLY RATE OF WAGE, N ADDITION TO THE REGULAR STRAIGHT-TIME PAY FOR HOLIDAYS I H ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLI RATE OF WAGE. . ALL HIX"'S WORKED ON HOLIDAYS SHALL BE PAD AT TWO TIMES THE HOURLY RATE OF WAGE NCLUDNG THE HOLIDAY PAl" I ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT T/0 TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAD AT TWO TIMES THE HOURLY RATE OF WAGE. INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ' I ALL HOURS WORXE-D ON SUNDAYS SHALL BE PAD 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 MIT OF WAGS NCLUDNG THE HOLIDAY PAY ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE.OF WAGE K ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF Elk"THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUIDAYS SHAL BE PAID AT TWO TUA S THE HOURLY RAT'r OF WAGE ALL HOUR-S WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.N ADDITION TOME REGULAR SRtA1GHT-TIME PAY FOR HOLIDAYS ALL HOURS WORKED N EXLZSS OF EIGHT 18) HOURS PER DAY SHALL.BE PAID AT THREE TIMES THE HOURLY Rn.E OF WAGE L ALL.HOURS WORKED ON SU14DAYS 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 M ALL HOURS WORKED ON SATURDAYS SHALL BE PAD AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE m N ALL HOURS WORKED ON HOLIDAYS SHALL.BE PAID AT ONE AND ONF-HALF TIMES THE HOURLY RA E OF WAGE, N ADDfRON TO THE HOLIDAY PAY 0 ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF 7MES THE HOURLY ! RATE OF WAGE. ALL HOURS WORKED N EXCESS OF EIGHT 19)HOURS PER DAY OR FORTY(0)HOURS PER WEEK SHALL BE PAID AT DOABLE THE HOURLY RATE OF WAGE '. A ALI.HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE �! OF WAGE t HOLIDAY CODES 7 A. HOLIDAYS NEW YEARS DAY.MEMORIAL DAY.INDEPENDENCE DAY,LABOR DAY.THANKSGIVING DAY,FRIDA AFTER TFANKSGIVNG DAY.AND CHRISTMAS DAY(T) S - J i 3. B. HOLIDAYS. NEW YEARS DAY,MEMORIAL DAY.INDEPENDENCE DA1'.LABOR DAY.THANKSGIVING DAY.FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS.AND CHRISTMAS DAY(M C HOLIDAYS. NEW YEARS DAY,WASHINGTONS BIRTHDAY,MEMORIAL DAY.INDEPENDENCE DAY.LABOR DAY. THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9) D HOLIDAYS. NEW YEARS DAY,MEMORIAL DAY,INDEPENDENCE DA'.LABOR DAY, THANKSGIVING DAY,THE , FRIDAY AND SATURDAY AFTER THANKSGIVING DAY.AND CHRISTMAS DAY(3) t E. HOLIDAYS NEW YEARS DAY, MEMORIAL DAY.INDEPENDENCE DAY.LABOR DAY.THANKSGIVING DAY.THE FRIDAY AFTER THANKSGIVING DAY,CHRISTMAS DAY.AND PRESIDENTIAL E_ECiION DAY(3). ' F HOLIDAYS. NEW YEARS DAY.WASHNGTON'S BIRTHDAY.MEMORIAL DAY.INDEPENDENCE DAY.LABOR DAY, PRESIDENTIAL ELECTION DAY.THANKSGIVING DAY.THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS N.. DA.Y(9) , G. HOLIDAYS NEW YEARS DAY.MEMORIAL DAY. INDEPENDENCE DAY,LABOR DAY.THANKSGIVING DAY,THE LAST WORK DAY BEFORE CHRISTMAS DAY.AND CHRISTMAS DAY(7) H. HOLIDAYS NEW YEARS DAY, MEMORIAL C.LY. INDEPENDENCE DAY.THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY.AND CHRISTMAS(6) 1. HOLIDAYS NEW YEARS DAY,MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY.THANKSGIVING DAY, AND CHRISTMAS DAY(6). 1. HOLIDAYS. NEW YEARS DAY. MEMORIAL DAY.INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY. THE FRIDAY AFTER THANKSGIVING DAY,DECEMBER IATK CHRISTMAS DAY.AND DECEMBE.R 31 ST(9) K HOLIDAYS NEW YEARS DAY.WASHINGTONS BIRTHDAY. INDEPENDENCE DAY. IABOR DAY.THANKSGIVING , DAY.CHRISTMAS DAY,AND A DAY OF THE EMPLOYEES CHOICE(71 L. HOLIDAYS. NEW YEARS DAY.WASHNGTONS BIRTHDAY,MEMORIAL DAY,INDEPENDENCE DAY.LABOR DAY. THANKSGIVING,THE FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS DAY,AND CHRLATMAS DAY(9). M HOLIDAYS. NEW YEARS DAY,MEMORIAL DAY.INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY.THE , 1 FRIDAY AFTER THANKSGIVING DAY.THE DAY BEFORE CHRMTMAS DAY.AND CHRISTMAS DAY(F) N HOLIDAYS. NEW YEARS DAY.WASHINGTONS BIRTHDAY.MEMORIAL DAY.INDEPENDENCE DAY.LABOR DAY. VETERANS DAY,THANKSGIVING DAY.THE FRIDAY AFTER THANKSGIVING DAY.AND CHRISTMAS DA.V(91 I O PAD HOLIDAYS. NEW YEARS DAY. :VASHINGTONS BIRTHDAY. INDEPENDENCE DAY. LABOR DAY, i THANKSGIVING DAY,AND CHRISTMAS DAY(6) P. PAID HOLIDAYS. NEW YEARS DAY.WASHNGTONS BIRTHDAY.MEMORIAL DAY,NDEPENDCNCE DAY, LABOR 1 DAY.THANKSGIVING DAY,THE FRIDAY AFTER THANKSGIVNG DAY.AND CHRISTMAS DAY(3) Q PAD HOLIDAYS. NEW YEARS DAY.MEMORIAL DAY.INDEPENDENCE DAY. LABOR DAY,THANKSGIVING DAY, AND CHRISTMAS DAY(6) 4. R. PAID HOLIDAYS: NEW YEAPS DAY.MEMORIAL DAY.INDEPENDENCE DAY. LABOR DAY.THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(7) 1 S PAD HOLIDAYS NEW YEARS DAY,W ASHINGTONS BIRTHDAY.MEMORIAL DAY.INDEPENDENCE DAY.LABOR ~� DAY,TRIANKSGIVINO DAY.AND CHRISTMAS DAY p; "1 T PAID HOLIDAYS: SEVEN(7)PAD HOLIDAYS 'q U. PAD HOLIDAYS. NEW YEARS DAY WASHNGTONS BIRTHDAY, INDEPENDENCE DAY. LIBOR DAY, s{ THANKSGIVING DAY.CHRISTAL-S DAY.AND A DAY OF THE EMPLOYEES CHOICE(7) f V PAD HOLIDAYS SD((6)PAD HOLIDAYS. t �1 J J y A. I 1 }. W PAID HOLIDAYS. NME(91 PAID HOLIDAYS a HOLIDAYS AFTER 520 HOURS -NEW' YEAR'S DAY. THANKSGIVING DAY AND CHRISTMAS DAY AFTER 20W HOURS NEW YEARS VAY, W'ASHINGTONS BIRTHDAY. MEMORIAL. DAY. INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY.CHRISTMAS DAY AND A FLOATING HOLIDAY(91 Y !IOLIDAYS NEW YEARS DAY, MEMORIAL DAY,INDEPENDENCE DAY LABOR DAY. PRESIDENTIAL ELECTION DAY.THANKSGIVING DAY.THE FRIDAY FOLLOWTNG THANKSGIVING DAY.AND CHRISTMAS \Y 11) Z PAID HOL(DAYS EIGHT(81 PAID HOLIDAYS { A PAID HOLIDAYS NEW YEARS DAY.THE DAY BEFORE OR THY DAY AFTER NEW YEARS DAY.WASHMGTONS BIRTHDAY. MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY. THE DAY AFTER THANKSGIVING DAY. CHRISTMAS UA)'.AND THE DAY BEFORE OR THE DAY AFTER CHRISTMAS DAY(10) B HOLIDAYS NEW YEARS DAY,MEMORIAL DAY.MDEI ENDENCE DAY.LABOR DAY,THANKSGIVING DAY. THE ( DAY AFTER THANKSGIVING DAY.THE DAY BEFORE CHRISTMAS DAY.CHRISTMAS DAY,AND THE DAY BEFORE NEW YEARS DAY(9) I' C HOLIDAYS NEW YEARS DAY.WASHINGTONS BIRTHDAY.MEMORIAL DAY.INDEPENDENCE DAS',LABOR DAY. THANKSGIVING DAY THE DAY AFTER THANKSGIVING DAY.THE LIST WORE:DAY BEFORE CHRISTMAS DAY. ANC CHRISTMAS DAY(9) D HOLIDAYS NEW YEARS DAY AND THE FRIDAY AFTER THANKSGIVING DAY(2) PAID HOLIDAYS MEMORIA. DAY.INDEPENDENCE DAY.LABOR DAY,THANKSGIVING DAY AND CHRISTMAS DAY(51 E HOLIDAYS NEW YEARS DAY. MEMORIAL DAY. LIST MONDAY IN MAY. INDEPENDENCE DAY. LABOR U,Y. THANKSGIVING DAY.FRIDAY'AND SATURDAY A 7LR THANKSGSY MG DAY AND CHRISTMAS DAY(9) F HOLIDAYS NEW YEARS DAY.WASNMGTONS BIRTHDAY.MEMORIAL DAY.INDEPENDENC'DAY.LABOR DAY. ARMISTICE DAY.THANKSGIVING DAY,FRI)AY AFTER THANKSGIVING DA)'AND CHRISTMAS D^v(9) T G I LIDAYS- NEW YEARS DAY,MEMORIAL DAY,INDEPENDENCE DAY.LABOR DAY.THANKSGIVING DAl.FRIDAY A','TER T RAHKSGIVING DAY AND CHRISTMAS DAY PAID HOLIDAYS PRFSIDENTS'AY _., H HOLIDAYS NEW YEARS DAY.MARTIN LU 1KER KING IR.DAY. MEMORIAL DAY.INDEPENDENCE DAY. LABOP I DAY.THANKSGIVING DAY.THE FRIDAY AFTER TH ANKSGIVMG DAY.AND CHFUMMAS DAY(81 PAID HOLIDAYS NEW YEARS AFTE DAY. MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY AFTER .FRIDAY R THANKSGIVING DAY,AND CHRISTMAS DAY(7) 1 HOLIDAY NEW YEARS DAY I I Ma HOLIDAYS MEMORIAL DAY.INDEPENDENCE DAY,LABOR DAY, THANKSGIVING DAY FRIDAY AFTER THANKSGry G DAY.AND CHRISTMAS DAY 16) r K HOLIDAYS NEW YEARS DAY. FRIDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (D) ?AM HOLIDAYS MEMORIAL DAY,INDEPENDENCE DAY.LABOR DAY.AND THANKSGIVING DAY(4) 8 L PAD HOLIDAYS MEMORLLL DAY. INDEPENDENCE DAY. LABOR MY. 'D(ANKSGIVMG DAY. AND CHRISTMAS DAY(5) `D M PAID HOLIDAYS Ili'INKSGIVING AND CHRISTMAS UNPAID HOLIDAYS NEW YEARS DAY.MEMORIAL _�. DAY.MDFPENDENC' 1AY.TABOR DAY AND THE DAY AFTER THANKSGIVING N �i(U HOj,(D�YL MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY AND I CHRISTMAS DAY UNPAID HOLIDAYS NEW YEARS DAY AND THE DAY AFTER THANKSGIVING DAY 0 Pa@ HOLIDAYS FEW YEARS DAY.WASHINGTONS BIRTHDAY,MEMORIAL DAY.INDEPENDENCE DAY. � LABOR DAY.THANKSGIVTG DAY.THE DAY AFTER THANKSGVING DAY,CHRISTMAS AND THE DAY AFTER CHRISTMAS _ P PAD HOLIDAYS MEMORIAL DAY.INDEPENDENCE DAY AND LABOR DAY UNPAID HOLIDAYS_ NEW YEARS DAY,THANKSGD'ING DAY.THE DAY AFTER THANKSGIVING DAY AND CHR:STMAS DAY y v y I V 6 Q n NO nAYc NEW YEARS DAY. MEMORIAL DAY INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY.THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY UNPAID HOLIDAY. PRESIDENTS DAY ORIAL R Ho DAY� G JR DAY WAS OTO INDEP END DAY, AyS NEW YEAR!; YTHANKSG VIING DAY THER N THE FRID Y AFTER TTHANKSGIVINO DAY. AND CHRISTMAS DAY(S)- NOTE CODES S A ALL CLASSIFICATIONS. INCLUDING ALL APPRENTICES. REPORTING TO AN EMPLOYER3 DESIGNATED JOB DAY SL DEIVE A PER DIEM ALLOWANCE OF TWENTY-FOUR DOLLARS (S24M) IN ADDITION To TTHEI HOURLY WAGE�AND FRINGE BENEFITS , B. THE WAGE RAMS AND DEPTH PREMIUMSARE FOR SURFACE SUPPLIED DIVERS AND SCUBA DIVERS THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF T THE DIVERS RATE OF PAYTIMES D WORKERS WORKING WITH SUPPLIED AIR ON RAZMAT PROJECTS RECEIVE AN ADDITIONAL SI 00 PER HOUR E ALL CLASSIFICATIONS. INCLUDING ALL APPRENTICES REPORTING TO AN EMPLOYERS DESIGNATED JOB B DEEM ALLOWANCE AND TWENTY A TWENTY-FOUR IMUMDOLL OF FSOVV W)IN ADC I ION TO THE P IN ANY ONE REVAILING LING SHALL RATE OF DIEM ALLOWANCE OF TWENTY-FOVk DOLLARS( WAGE AND FRINGE BENEFITS. F. FIVE(5)DAYS VACATION AFTER ONE YEAR OF SERVICE TEN(10)DAYS VACATION AFTER JHREE YEARS OF SERVICE. I 1I PPPRDBELOW IS ON CONTRIBUTION A IN THE AMOUNT ON CONTRIBUTION BUT OF SI IB AMOU NT OF S 75 APPRENTICES 5 AND ABOVE RECEIVE 1. 55 NO WORK SHALL BE PERFORMED ON LABOR DAY OR CHRISTMAS DAY EXCEPT WHEN LIFE OR PROPERTY IS IN E IMMINENT DANGER. SHOULD ANY OF THESE HOLIDAYS FALL ON SUNDAY.THE FOL .OWING MONDAY SHALL BE iCONSIDERED A LEGAL HOLIDAY. K. VETFRAI DAY AND THE FRIDAY AFTER THANKSGIVING ARE OPTIONAL HOLIDAYS AND ARE PAID AT THE , REGULAR K`.TE OF PAY ONLY WHEN WORKED L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A SO 15. ' ! LEVEL SO-SO. AND LEVEL C.3035. !' M FIVE(5)DAYS VACATION AFTER ONE YEAR OF SERVICE TEN (101 DAYS VACATION AFTER TWO YEARS OF SERVICE. NGIE: PART TIME EMPLOYEES(WORKING 70 HOURS OR LESS PER WEEK)ARE NOT plTfiLED TO RECISIVE ANY FRINGE BENEFTS. N WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS -LEVEL A $1.W. 1 LEVELB $0 75 LEVEL S0.50, AND LEVEL D 5025 0 FIVE(5)DAYS VACATION AFTER ONE YE AR. R FIVE(5)DAYS VACATION PER YEAR 1 S TONE WEEK HREE WEEKS CV VACATION EAFTER NINE Y OF EARSOFVSER ICE TWO WEEKS VACATION AFTER THDEE YEARS OF SERVICE. WEEKS VACATION FOR ti'4EE TO SIX T. TWO WEEKS VACATION FOR ONE TO THREE YEA OF SERVICE FOUR YEARS YEARS OF SERVICE. SIX WEEKS V A TION FOR SIX OR MORE YEARS OF SERVICE. O THE PREVAILED YA4AD4N AMOUNT P-EPREw`ENTS THE COST TO A CONTRACTOR OR SUBCONTRACTOR WHICH ',kr MAY BE REASONABLY ANTICIPATED IN PROVIDING THE FOLLOWING VACATION PLAN ONE WEEK AFTER ONE YYEAR TWO WEEKS AFTER TWO)"Lits EARS TWELVE HUNDRED HOURS MUST BE WRORKED IN A INAR'S TIME ID BE WEEKS AFTER EIGHT ELIGIBLE FOUR WEEKS AFTER SIXTEEN ELIGIBLE ! 6 E r : CORRECTION (S) o kcFILMED TO ASSURE LEGIBILITY � J � J 6 Q oun uD1 mAv NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY THANKSGIVING DAY.THE DAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY LNPALO HOLIDAV , PRESIDENTS'DAl' IR R TOHS BIRTHDAY MEMORIAL ,DCDY EY ASHIN DAY DAVINDEPENDENE DAY THANKSGIVING DAY. THE FRIDAY AFTER THANKSGIVING CHRLTrAAS DAY(1), ' - NOTE rnnFc 1. A. ALL CIASS6TCATION& INCLUDING ALL APPRENTICES. REPORTING TO AN EMPLOYERS DESIGNATED JOB HEADQUARTERS AND WORKING A MINIAUM OF FOUR(N)HOURS IN ANY ONE(1)DAY SHALL RECEIVE 1 PE0. DIEM ALLOWANCE OF TWENTY-FOUR DOLLARS(534.00)IN ADDITION TO THE HOURLY WAGE AND INGE BENEFITS idu B THE WAGE RATES AND DEPTH PREMIUMS ARE FOR SURFACE SUPPLED DIVERS AND SCUBA DIVERS. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TAMES THE DIVERS RATE OF PAY. D WORKERS WORKING W'IH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL SI N PER HOUR ' E. ALL CLASSIFICATIONS. INCLUDING ALL APPRENTICES, REPORTING TO AN EMPLOYERS DESIGNATED JOB HEADQUARTERS AND WORKING.A MINIMUM OF FOUR I41 HOURS IN ANY ONE(1)DAY 'HALL RECEIVE A PER DIEM ALLOWANCE OF TWENTY-FOUR DOLLARS(S24I0)IN ADDITION TO THE PREVAILMU HOURLY RATE OF _ WAGE AND FRINGE BENEFITS_ J F. FIVE(5)DAYS VACATION AFTER ONE YEAR OF SERVICE TEN(10)DAYS VACATION AFTER THREE YEARS OF - SERVICE. ` APPRENTICES BELOW SO%RECEIVE A PENSION CONTRIBUTION IN THE AMOUNT 01 S)5 APYRENFICES 10•,.ANO W ABOVE RECEIVE A PENSION CONTRIBUTION IN THE AMOUNT OF SIM J NO WORK SHALL BE PERFORMED ON LABOR DAY OR CHRISTMAS DAY EXCEPT WHEN LIFE OR PROPERTY ISM , IMMINENT DANGER. SHOULD ANY OF THESE HOLIDAYS FALL ON SUNDAY.THE FOLLOWING MONDAY SHALL BE CONSIDERED A LEGAL HOLIDAY K. VETERANS DAY AND THE FRIDAY AFTER THANKSGIVING ARE OPTIONAL HOLIDAYS AND ARE PAD. AT THE ^ REGULAR RATE OF PAY ONLY WHEN WORKED. L WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PRE MIVMS AS FOLLOWS- LEVEL A $015, LEVEL B-.50.50, AND LEVEL C:SOIS. M FIVE(5)DAYS VACATION AFTER ONE YEAR OF SERVICE T:.N (10) DAYS VA XTION AFTER TWO YEARS OF SERVICE. NOTE: PART TIME EMPLOYEES(WORKING SO HOURS OR LESS PER WEEK)ARE NOT ENTITLED TO RECEIVE ANY FRINGE BENEFITS Wy N WORKERS ON HAZMAT PRQ EM RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS- LEVEL A 51.00. .. I LEVEL B.SO.TS.LEVEL C.SO 50. AND LEVEL D.SO15. Y O FIVE(5)DAYS VACATION AFTER ONE(1)YEAR R FIVE(5)DAYS VACATION PER YEAR. S. ONE WEEK VACATION AFTER ONE YEAR OF SERVICE. TWO WEEKS VACATION AFTER THREE YEARS OF SERVICE. I THREE WEEKS VACATION AFTER NINE YEARS OF SERVICE. T. TWO WEEKS VACATION FOR ONE TO THREE YEARS OF SERVICE FOUR WEEKS VACATION FOR THREE TO SLY YEARS OF SERVICE SIX WEEKS VACATION FOR SIX OR MORE YEARS OF SERVICE ' 4 U. THE PREVAILED VACATION AMOUNT NREPRESENTS OVIDIN THE COST TO A CONTRACTOR LA SUBCONTRACTOR EEK AFT WHICH MAY BE REASONABLY ANTICIPATED F PROVIDING THE FOLLOWING VACATION FOUR ONE WEEK AFTER ONE e YEAR TWO WEEKS AFTER TWO YFAILA THREE WEEKS.VIER EIGHT YEARS. FOUR WEEKS AFTER SIXTEEN i YEARS. TWELVE HLNDRED HOURS MUST BE WORKED IN A YEARS TIME TO BE EUGMLF. 1 I 1 6 � M .J a .. STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES ESAC DIVISIBR - TELENNOHE (2M) K6-5335 PO SO KS40, DLYNPIA, WS.IMGTM S5S"-l%0 "IWON STATE PEEVAIl1YG WAGE MTES Eli m TY EFFECTIVE 03-0-W • • • • • • • • - • • • • • • • •(SEEREYEl IL SURE [. • a HGITLY NGAALI MR WAGE FAINUE 11NE iLIDAY Mill 1' A4L SSIFLUUM RATE IEWFITE ESQ[ IRK gm ASSESTM AMTEFENI, CENTIFIED CHrtlflso ASMstos A6stVHNnt Vorttr 13.39 4.15 1N SIR AOTCII)TIVE EWIPIENT IECHWICT Strrm/asty ll.20 2.19 1S 64 0f A., LMl NimAh 11r 14.00 2.19 1R 0 AT 1H ROIIENYLLsts Rm 1..., 22.37 0.11 IR SE BRICKLAYERS AA)MAINS RA>015 All C11Ntlf¢aUA 21.N ..21 1A SA }i1101NG RAAVItE EIROIQT "' e. AW'Im R.2S LBR n SR TAT.IYG WYER/frWlOOER p.15 1.BR 2f So I CL[ANGT 12.M 1.33 i 5S '1 CA116" IWEAS CaUirlHt maker - In MW 11.T1 C.00 I P CAIMBRTETS _ CHyttakl r 21.04 5.00 IN SD Drrysll ANplrul>r 21.O4 5.00 IN SC _ I!., Fm.", 21.t1 S.W 1N w i Poor 1.6"1 21.12 5.00 1N S0 J F106r LaYEr 21.12 5.00 IN 5D Fl9or fArrbr 21.12 5.00 1N 5D SAIrl;lsr 21.17 5.00 IN So 1 hots 21.20 5,00 1N 50 0,L.,�wal rbrter 21.24 5.00 IN 6D J Pi INNI" 21.14 5.00 1N SD "mur.NrV YooNNVrtip 1e01t 2 .V 5.00 1N 5G I Ni 11HriRHt 22.01 5.00 IN Sl' �N CEREAL, MSPK ClIEMT PASBR 21.56 6.60 10 50 PATCHING AID PAVING 21.56 6.60 10 So GATING 21.56 6.W 10 SD Cults AND WYE* Z1.56 6.24 10 50 SIOEYALKS 21.% 6.60 10 50 - SEALING CGEGND 21.56 6,60 10 50 �y I RLATIEHI 21.K1 6.60 to % { MST IC, KICKY, PLASTIC 21.E1 6.60 t0 So .J CGVEAETE fW 21.C1 6.60 10 SD POSER TmLS AND ZRIMERf 21.51 6.W 10 SD TAIMLASTIHG 21.81 6.60 10 50 FINISH COIBRED COOKIE 21.:1 6.60 10 50 SPITE Y022-E KAM 21.111 6.60 10 5D TI L HOURS 21.91 6.60 10 SO TTPEI "CHIVE OY MOST) 23." 6.W 10 St SLABS, COIIP SITIM BR NALINY FLOBRp J 1 L.A' 1� x ' a.J, t I WSx!NGTM STATE PREVAILING WGE FATES EFFECTIy+ 03-O -G. f CING COIANTY (SEE BENEFIT GONE r 1) MWILY IM)REY ONE 1116E WAGE TIME NOL IDAT NOTE CLASSU TIO-W UK EENEF,rE ®r �� �• ^ OIVERS AID TENDERS j OIVEO 52.04 S.00 1N 50 EB _ DIVER 1ENOER 23.IS 5.00 1N 50 In etloition to tnr Baurly WP• W Nlge bwvllb, M • AtoNlra DsptB prePleA• Wi• 14 *Wtns of fifty 1Mt o• Mre C r 50' 1. 100' SI.00 ror fro, fer PRLA fro[ ever 50 1., f Or IOW' to 175' 52.25 Mt foot for eec, foot over IN feet •r 17S to 250- SS.SO Der fear for each fat over 175 feet I G a F Divers My . tMir .prite, provi DM It n ro IeA. Men TPe sine 11.1w ter 250 TROT •' DREDGE ASSISTANT Yi ENGINEER 20.67 S.SI 1B 51 01AEA 21.43 5.51 19 51 MIERMAY 21.01 5.51 is 51 OWN 21.01 5.31 U 51 ASSISTA 20.01 5.51 1s 51 ENGINEER MTE (OFCNNAID) 20.67 5.51 1s 51 ENLINEEN NE,OER 21.06 5.51 Is 51 GUEM Is 21.06 5.51 1s SI MuiENAxcE 2037 5.51 D SI + ^ „ATNIILI FINISERS , 4.TrAry Levl 21.52 4.21 1 ^ E• 0111 CAL FIYTUE %OSERS Loxroey Le^I B.IN 1.37 L SA ^ EUCTRICIAM{ JOLRIMEI LEVEL 23.11 7.E4 li AM j CAR LE "I ICEO 25.42 7.11 1J AM ' [INSTRUCTION fTOCA PERSON U.57 4.42 lE AN ^ EUCiR ICIANS - IDTON SNOW CreltAGrsan 13.95 1,42 U 6c J.,yhr, Level 13.2V 1.Q 2A a ' ^ ELECTRICIANS - FORiRLIM EON ON LOUrney Level Llu Eleltrctrl.len 14.73 5.61 u SA BE GACI.TT, Spt ico 24.73 5.53 LA SA BE e Y Cer[i,r. Lille Electrlci en WIMr 22.31 5.53 u $A BE Pole syrevr 22.34 5.53 u SA BE envy Line ,V., nt Porbr 19.27 4.43 AA U a .. SA e.pG,elL tO P.r 10.27 4.34 4A SA BE 1 P LrnMt Poson 16.E6 4.34 Y 5A BE PP l!r l" O" 16.0 4.34 u SA BE - Lect6K�Pr 0pruor 16.85 4.31 Y SA BE ' crovas linen 15.85 ..31 u $A BE ^ ELECTRONIC TECMIC+ANS AID TELEMMWICATIM TECMILIRNS :.rnry Lev! 12.07 0.00 I ^ ELENATON CONSTRUICTONS +P NecNenrc in Choy. 26.M 7.72 AN 60 NecnAnm 23.70 7.54 6A 60 Coro[ruc for 16.59 7.12 u M Pre NNI,.11 curet-ro Tor 11.85 0.00 4A 60 i i 1 �T 3 WASNINGTON STA'E VREVAILIMG WAGE RATES - FFFEMIVE 03-03-1)4 (SEE BMW I#IE CV) WWklY MWkLY dER WGE FRINFJ: TIME MR IDRT Wit Cu551 FIUTJgh "IF IEYEF ITS CM rl,�j g[ e fOCUTED AECAST CONCRETE MmOCiS ARCNITECTDRA_ AW RRESTRESSED COYLYEIF ALL CuSSIFIaTIDMS B.65 1.24 1 A.L OTHER 7 MCRETE Plt U'S MAIMTEMANU 17.95 3.DO 1 MERATON 13.45 3.W 1 G0NTTE 11.45 S.00 1 REWI 13.45 3.W 1 .- FAYIUTW 13.45 3.W 1 WT FSMY 13.20 3.00 1 YARD MATrN 13.20 3.W 1 WELDER 13.20 7.00 1 CLEAN W 13.20 3.D0 1 • FFMCE ERECTUS Alm iESICE L S Fe Erector 13.W O-W 1 F.. Laborer II.W D.W 1 FLAGSER Jaur.Y (ever 13J/ 4 15 1M so ^ GLA2IEBS Journey level 21.w 3.19 2E SG e` QEEMMDLRE ERECTMS Gree ..Erecter B.00 0.00 NEAT AND FRDST lli ATMS (ASBESTOS "URS) MFCNAMIC 24.0E 4.at u 62 ^ Mutt" EWIMEBT MECMAN11, JOJrryY LAW 16.JV 2.41 IJ SM " IMWSTRIAi ENGINE W MMICS -. IM*Il T.I EMIM NeeN. 12.0 2.a9 1 fe IMWSIRIM VA=w F C uwIt Y' IMu1R)BOATMEN Operator 1T,S9 2.W 1c SD tm,.r-DBCMNeIIM 1o.B1 2.% to SD DKRNW 15.19 3.% IF SD IRFECTIOI. UUMIK. SEALING W S it AMD WTER SYSTEMS J I.~.clan 6.25 0.W Tw Doentor. Former apereter B.25 1."TV TV t¢E gpereter 9.50 I.96 1 �1 Gnans pertY�k Dpentor 0.50 t.9e 1 xxa Dwntor 10.50 2.20 1 IMS1AAl1OI AFVIIGTIM -1 ~M L.i 16.59 C.00 I .J' IROIIIIOREBs JDIRIMEY LEVEL 20.25 8.17 Is SA umtAs J 4s9NRIt RON, 10.87 4.15 1M SO Utt"I RpYl Bior 16.39 4.15 1" so btCN MR{BI 11.771 4 15 1M 5D [amen Morkv 19.23 4.15 1M SD Copan., Ta , 13.3E 4.15 1M SD wean DI r/NeviM 19.87 4.15 1M 50 C.t Fini Abler Tw, 16.39 4.15 10 SD S� 1MSNIkGTON STATE PREVAILING NAGS RATES - EFFECTIVE 03-03-% XIM GIANT, (ME NENEFIT ®E IFY) PORTLY IIYWLT ONEX _ r "a mim TIME NOl10AT MOTE CLASSItICATION 3a B= ga ) �€ Ck Iw,M SAN, 1e.39 INSAC CMM:k iwrrlor 1e.39 {.IS Ct.'W LANor•r 1e.39 4.15 +N 50 18.39 4.15 1N SD C.IX RAN SPr&,.rIII 15.e7 Cn16•r Fooder 13.71 4•15 /N SO Ca„M Car:r.t. 16.39 4.15 1N So DAPPl,ttm - LNKk,M Poll N.Y,M 15.39 4.15 (6,c l�anM marrm wtil".11) 19.23 4.15 1N SD j OvVr Air TrK) te.e7 4.15 1N w a• SD Orrr Or.tor INyraulic, DiorC, te.39 4.15 1N SD EaaAV TKbn,ri.n te.e7 RAS 1N SD - Fallor/hck.r-CMin SAN f1.39 4.15 1N Sc FiMI 0.1411 Cl oor.p 15.39 4.15 1N SD GM'.Naok•, "iLdo, 1e.39 4.13 IN 9n Grivii L.bor•r IN SD b K Gro CNb mr Prof 71"It N 1e.e7 RAS1N '9 GII Mon 10.19 4.13 1N Sp x...r0aws No.,.Wk., LO SD Y•1 A 19.23 {.tS X.AP,CkkP NHH N.rk.1 L.Vok R 19.97 4.15 /N P.pnHIN PAN'. HrNor 1. is C or,a D 16.39 4.Is IN SD xiyr Swltl 18.111 4.15 /N SD xm Corrin/N.,rtor�n te.e7 4.15 1M su N JKkk.• •n i 19.23 A." 1N SD Niwr C 4.IS IN SD NHkl o.m - 9rc rote Pup, Gr e.n Cut,.r Mon r rock 1 LNiM MIX Nr•. ' orr ••er m<.Mrate wd Kl, PN.Ot Ht, Gnrtq `.• u: Ruo• 16.37 4.15 IN SD , Htot Car P t tr.Pk•r 13.71 A." IN SD lot IN So P,w Hl,r,•r (Mt ,Mort 1e.97 RAS /F so P,w4wr "Cautko, +e.e7 4.tsSD Pot 1. 1 10.23 CIS IN SD .mlaMN, 19.23 4.tS 1M PokNarinkr, wtwr ,e.39 4.15 1" "oitrow Mike Puller (0cm, U.07 4.15 IN SD R.-TI!• 19.23 4.13 S9r••Mor (C91trotO 16.97 4.15 1N SD sar•Pbr - [l.ry PON• r ., S;.it.r Nato 1e.E7 CIS IN � 1e.39 RAS IN SD State Nr9pkr 1N SD 1 T..wr (wt,.... .11M s.0 .. All rol 1e.e7 .15 IF SD ' - - 3 lMt' Pr10 Senn ElKtIT Air .nX fio. 19.39 4.IS 1M SD 1 lmlr.b Non (at IOD Nit•) 14.39 IN SO 13.39 4.15 IN 5D ,rKll,".r <rnr•r) te.n 4.15 VIMItOwr.tor 1R.39 4.15 1N S`D � I V,Dr.1,M Kro.N qtr, rra, or El Ktric 1e.39 4.13 1N SO viNK.r te.N7 4.15 1" SO Wkl-Point Par.m 1Ln 4.15 1N SD LMGMER& - NTILIIIES CMSTMTIDM (SEE LMDIEES) 1e•p 4.[S '^ SD GENERAL L/ewER te.e7 4.15 IN SO PIPEIAYER « lA1DSCAP[ IYSTRNCTIDN Irrlwt,m Eculaaont IM1o1141- 11.p7 0.00 Irnpaim L LsrlOKow EaulpHn, Owr.tor. 10.63 9.00 LmbcwlM .r PtmtlM Ltlor.r. 4.42 r.•DD , `• LATKIS 21.06 S.ao 11 6N J"NEY LEVEL «IWCNINISTS (XIDRQLCCTAIC SITE LYE) 16.M D XKo"l l" « N{TERIAL SIIPLIER TRANSIT NIX! J 61 M 1N,br d Ira ,t NI. - 9 Co IS Cl'-. Yb. 5•� 2J 6I IS, Tra a%t MIX - 9 W. Yon- NOL ONN• ."64 S.Y R I I i R IGM CATE PREVAILING wGF RAfEN - EFFECTIVE 0-03-96 iKING C TY (SEE BENEFIT =E IOiY) NIRJ1ILT N ly ODES VALE PRINCE TINE NDt IDAY NOTE alASSIFIG11Qil m( BENEFITS yg[ CODE Cm S'W1LL FAYIGTU'S (IN SNOW) '- irtn' 15.56 0.00 1 j "IN , 15.0 O.00 1 .•+. ANcDVR Opntcr 13.% 0.00 1 P.Ine.r II.10 0.00 1 Lobo... V.?a 0.00 1 •NR[ILAIt WRDINSS Cemnt A..emnly. Ei.ctriti.n, 11timber, 10.23 1.33 Ew�INNTit wintwrpe, mlt,y Persm, tool wm[.rirc., Wlbr Pro6uctim wrbr 2.D3 1.33 t PAINTERS JOANE' LEVEL 18.79 -119 1 SA N PLASTERERS JOIIIINEY LEVEL 20.63 6.25 1S SA s PLATfNIg1R AID PARR EMIP l INSTALLERS JaumeY L.v.l PLIAIERS AND +IPEFITtERS JOLR40 LEVEL 25,7S 4.26 11 54 • PO4R EWIM97 MOTORS ' A-Fri Crw ever 10 tm 21.E SAT IN 5D al I A-R.Ne CrrN, 10 ton ..d vV r 19.15 S.51 1N % at waistent Emir A'A (011.n) 19.15 3.51 IN SO SL ll lkNA1 R NP L .sder 21.25 S.51 1N Sr BE bcl6ee 75 HP L over 21.61 S.51 IN SO at wcknoe i TO* S order 21-1 5.51 1N s0 at RKNNoes over 3 ys,s to 6 Y.rb 22.05 5.51 1N SO BE 6.it I . -. - 0~11 Type 21.E S.51 1N So BE 8o6c.t 19.15 5.11 1N SO at 4'. 19.15 5.51 IN SD 61. km L tt.. 21.61 S.51 1N SO DL [.Dt..Nys n.05 5.51 IN SO RL J chipper 21.61 S.51 1N SO BE Compressors WAS 5.51 IN so el CVNrete wt9N Pi r1t 21.61 5.51 IN 50 at J C.'.p Pu4N 21.E S.51 1N SO SL P. came/on 21.E 5.51 IN SO EL Crrre - 200 tares ew war, Ar 250' of LNNN E.05 5.51 10 5D St. 3 irclwIm jib.ite .11NC I. O, I O 1W lwN M I, TwN 22,55 y.y' lY C er 150 le. Ses irckwiry JID.rd SO at over 4 Cron - 65 ten MrwSN p [rN or 22.D5 5.51 1N 50 at 150 Ft. A/ 9oR j Cr" - N.MAeO, Sr INN. lyy. (AS - POPten) 21.55 55.51 1N SO at Crw - OLNrwtl, Srr14r 1Nom 0 1. Ad Ma r 22_55 5. 1 IN SO BE Crrr - D2 " 6rige Tyq (2(20 - 4 tole) 21.61 5.511 IN SO at nrN Cr - 20 - two 21.25 S.51 IN W at Cr.rrl - MrwrN 19 ten 21.E 5.51 IN SO at CtwSera 21.61 5.51 1N SO at Dpk Invck. Witch[ NircA.. (9rrr) 22.05 5.51 tN SO aL i Dorrick, -9 Notl 21.25 5.51 1N SO AL D,,tt ter.6 V.IV 21.E S.51 1N SO at Drill Oiler. - AVpr TyR 21.E 5.51 IN 50 at -t Drillief NANin 21.61 5.51 1N 50 at `! Fwfpswet Service still. (Olt,) 21.25E SAT 114 SO at FiMMiry wcNin/CVE E.trw.r 21.61 5.51 1N SO RL Fork URN, eNder 30W lt• 19.15 5.51 IN SO at 'Aft Lift., 3000 Is Ard ever 21.E 5.51 IN 5D BE areb Eryirwr 21.E S.51 1N s0 at 6re0scltecko .nN at". 19.15 1.51 IN SO at wink'. Ai, TNVVVrN' 21.E 5.51 1N SD at y Nybelifte/Rea Ir U 10 tart .rd. seer 19.15 S.51 1N SO al i _J tt ( "L R r. aiwuA,r. . 1 i` WSNINGTOY STATE PREVAILING "U RATE 6 Iyy�� S - EFFECTIVE OS-01.94 SIYG 01TT ' (SEt RENEW =E QY) ' NOSILY NOIILT ONES LARGE FRINGE TIN NCA IOAt LWE ' j CGSSI f1GTIW Ph,[T M F t5 �( COVE N AnUft., RoN TIN. over 10 1O.1 Z1.25 5.51 1N SD AL IOAeert, A Via, 4 over 22.55 5.51 IN 50 AL _ Lwaere, O MAAAI a yens up to E nre♦t 21.61 5.31 1N 5D PL L..1, . At(N caber 6 grps 21.61 5.51 IN 50 6, LOCNAoiivn, All 21.61 1.51 IN 50 AL NNcnb¢., Al, (Yl1Nru 21.61 5,51 1N SO AL Nl aef., Ied,Alt Plenf 21.25 5.51 1N 5D 6L PAT. L Grater - Nm-Hnuh,A 21.61 1.51 IN 50 IL N9t9r petrol Grbar . Fit.binp 22.05 5.51 1N SD AL N:.INecnl u, Noll, 22.0E 5.51 IN SD AL i form Unt1 Ar10/or Shiatl Oil Dutyt,.k.r, Rlewrs, All. 19.15 5.51 1N 5D M PA9wrnt Pre.Aer 19.15 5.51 IN SD $1 Air AmJl,V S(Ott-ryge n Cl. IL MnH 19.15 5.11 1N SD EL PitbrOIL. f0th.r than crane RafAn) 21.25 5.51 IN 50 AL PINII D.DI QI, Nft .1c.1 1 19.15 5.51 1N SD Al Pntn9le O199er, Mnhb¢AI 19.15 5.51 IN 5D vover PtWt 19.15 5.51 1M SD AL Pyq irut4 MantAO 51.61 S,SI 1M :0 6L Crete Plalp P,tn 11.All.. P,PD., "IN, 19.15 5.51 1N SD AI Dub 9 Arb S,A14r, D-10 .All Al 22.05 5.51 IN SD AL Rn to Cmtrol agent., Z2.05 5.51 IN 5D AL ,MiN9m 22.05 5.51 IN 5D AL N911.r, Other th.n PLm1 Rue P. 19.15 5.51 1N 50 AL 0.011er., PL..,. or ZI.25 5.51 IN SD St. N1I1t111tt NAWIAlt - LaNpa.lt,An Pat A, , ROtO-Hill, Rato-Gri Her ,Al 5.51 IN 50 EL SNN, CArCnn 21.25 5.51 1% 50 AL S:ragen - Ca,ry All 21.25 5.51 1N 50 AL 5""'A, C. .,. Z1.25 5.51 IN % III S.'"", SeIN Ar9gel lAO AS va,N ar.t Aw 22.05 5.51 IN :0 AL Scrbtrt, S.N-ga9.tlb rALA.r 15 NN Z1.61 5.51 1N % EL Screb qn 21.61 5.51 1N SD AL Snetcrete G01lte 19.15 5.51 1N 5D AL Snorats AN Att.CnPer,ta, 6 V.,N 4 4•A• 22.55 5.51 IN 51) & Shoe 1. 3 VIER A Lvber 21.61 5.51 IN 50 AL Shona PV., 3 N. t.6 y.,n 22.05 11.11 1. SD 6L Slmt9rn P.nn 22.05 5.51 1N Ell AL SAreaNr. -o0a,N Omrnor 21.25 5.51 1N 51, AL S,&,,,RAer - Trig 21.61 5.51 IN 50 AL 1.1 C,au Z2.55 5.51 1Y 50 AL i TrACLors 75 NP Z L.ber 21.25 5.51 IN SD SL IrmtorA 9Ver 7S LAP 21.61 5.51 1N 5D AL TrNn99rgri, All TrKN 9, ir¢A Irge Z2.05 591 IN 50 10. Tr. ,N HN9111r.N 21.25 5.51 IN So AL 1 , TT k Cr OII.rA,,Ver - 100 1. 4 A•., 21..1 5.51 1N 50 AL TrLCE C, 0 Ll IDII .r - 1NbAr IM Y. 21.25 5.51 1N 50 bL W.t Tnttors, IArnNI irge 19.15 5.51 1N 50 AL Y.Y.0.... 21.61 5.51 IN 5D III. ^ PUER EWIP NT COPEMTORS - M.LIIIES L TRIICTIW (ME PEER EWIPNNT OPERATOR) ^ IW[R LINE CLEARANCE TREE TRI R RS J"WEY LEVEL IN CHARGE is." 4.11 AA SA TREE TRI VALE R 16.36 1.32 M SA CHIPPER OPERATG 13.05 3.51 U sh SPR.1iR INISOY 13.O"1 3.51 M SA 1 IREE IMER GOAD PC- 11.47 3.45 AN SA •• et rvl GFLr�10Y AND :IR =ITIMIW NCDIYIC ' NCRANIC 20.6A 10." IA SA '• RESIDENTIAL NISTROCTION Res. C.,Aent.r. tl.As 3.50 1 Rea. Lo Seat m TN . 12.07 0.00 1 A., Dr.It Iben 19.15 O.W 1 0.n. Elr_t"ll. 15.21 0.00 1 1 I L� �. -awP r uASMIM4Td STATE PREVAILING in RATES EFFECTIVE 03-03-94 ow rnrtT (SEE BENEFIT CODE Alit) 1101R0 BILLINSY OATH Rc OA WULIW NOTE iE CEA55tf ICAIIOD FINITERl FITS CODE CODE Rea. Ele9trm1O 1W. 12.07 0.00 RAN. Goiters t1.6T 0.00 Res. ITEWUiIm AWL. 11,p0 2.96 ' Re:. LWorera T.96 0.00 1 b+. PRIMA, 14.66 0.00 1 Rn. Pl1iArA 16.26 3.41 1 Rn. bM�oer+tim eesn. 12.n 4.01 1 Rea. Sneer Neol PARAM 13.55 2.T0 1 N.A. SOft Flwr leYera 19.119 O.m 1 Res. S llm L*f frtters ' Fve Prot A<1gP 15.0C 3.32 U SC " M FPS AND WTEEPOODFERT. It SA YLANEY LEVEL 20.T5 4.15 USING BITWINGUa MATERIALS 23.75 4.15 IN 5A '+ St WIAL WORKERS l2 ME CRANK 24.11 T.02 Sim WAMGFNS I SIGN PAINTER 1E.30 2.42 SIGN PwE9 15.0 2.42 1 CONSiw[T10N 15.63 2.42 1 SILO S[REEWEt 12.16 2.42 1 CONSTRUCTION Y" 7.91 2.42 1 PRODUCTION SILK SCREEYER T.62 2.Q i SHOP PERSON A." 2.Q I $10 VNKERf AID INSTMLLERS (ELECTEICALI 1 1 JwnirY Levi IT.29 2.00 siteL Pos6n 9.65 IJ4 1 SOfi FLOW JOUR EE 1B SA t^ JOINYFI LEVEL IE.A 1.91 i..2A SOLAR CUITRl6i !ON NIYWWS 1 SS All CUitlNoa ms 11.20 1.24 V tW Et F{TTERS - FINt PREVEFRIa IJ 5C JUANA' LEVEL 24.419 10.63 w STAGE RIGGING PECMDIICS - -1 Hast,.r" 10.50 2.73 1 Cm SJIVEI Chin Per 9.35 0.00 1 I,q,lVqPyt Chlo PA^+m lJmler fryuw,) 13.40 0.00 1 Party Cnvf 13.40 0.00 1 YELEP LINE COK3 TIM - OUTSIDE CABLE SPLICER 17.33 2.09 tW SA PECIAL APPFJIATW INSTALLER 1 1T.53 _.09 IN SA SPECIAL APPARATUS INSTALLER 11 17.12 2.09 1N SA INSTALLER - REPAIRER 16.6V 2.00 Is SA TELEPHONE EGIIINNEBT OPERATON HFAVI 17.53 2.09 Is SA TELEPHONE ECUIPTIENT OPERATOR - LIGHT 16.11 2.07 19 SA JOURNEY LEVEL TELEPHONE :IWEPERSCR 16.11 2.07 1s SA HOLE DIGGER/0011110 PERSON B.S7 1.92 IN 5A TREE TRIMMfN 16.11 2.07 19 SA POLE SARA-ER 16.11 2.07 1t SA TELEVISION SYSIEN TECHNICIAN 14.29 2.03 1s SA TELEVISION *ECWICIAN 12.`.t 2.00 1S SA TELEVISId VEPERSON 11.55 1.911 Is SA IE LEVISI ON ALSO PEfSON B.00 1.91 1R SA . Wix INGiON SATE oeEVA1lIN1 wLE RATEF ERECT IVE 03.O3-94 [IK NRTY ( (SEE BENEFIT ME [ET) N)LRLT HOURLY OVER r, NTX1 Rim TIM NILIDAT NOTE { Q,�FZTtl Gila VATE BENEFITS ME ^ TEvR o"KIERS Are TILE FETTERS JORNET LEVEL 21.62 4.71 IN SA ^ TILE, NARRE SAID TEMA ZO FINISMS i IN.1XER 17.30 4.71 1N 5A TAAFFIC mmYM FTRIFERS J"NET LEVEL 111.I4 3.40 1[ ^ TNJC[ORIVE.S 1N 5D IL A-Error a1 xYdl.l Ift Truck[ ar LNn.. 20.62 5.20 uIRR1Ra0i le 5 are Si Ni Tar 20.e2 .20 IN SO K IN So Wit Cmnt I~ p'Q 5.20 iN SO X Full lift[, ar It-it-1 20.04 5.20 a WiMA,or (Nat wMewigl j W er EIplaTre Main 20.K 5.20 N so N." S.TO 1N SD C an K DIrATe1 0 - lK. th 16"'CON Dust. 16 - 30 ptaA 20-R 5.20 IN 50 Nl (i fteen centz (5.15) Dar haw ".re^ ex N 10 T.rN ircrNRNIt m1 30 t✓a„ 1 IX SD FL Escort Drivr/pl lot Cl r u.RN S'M /N SD E4 EwlpiW Trick (RNIO NINE RID 1.N"N' 20.62 S•20 1M SD 2A Fl AtDNV Trwk - Dwl RKr lair 20•04 5.20 1N SO Rl rIKDa0 Trick - SinOts 1-1 ANIr IE.2E 5'20 IN SO NL w NN Ewl ITk, 4rea Tnck, 4rNNe., Mr1✓t MCA. 5.20 as /.r lIn FIrWU NNn IN SD NL Teter ANNE E11 Al Lave ARN•NeNtr.l MI), 5.20 so Y lmr�1 arlN LOtlan rt 20.04 5.20 IN Nesters NnN Mtch plant. , La1O KN aN NNN 20 VI, DVtV Tr.11.T: 20.62 5. 1N So Nl y NKhaplc 20.38 5.20 1N SU U N lc w1pAT 19.N 5.20 1" 5D R1 1 Oil/Tlmrrt Tanker 20.04 5.20 IN 50 Y NNa ' OIL Dialtl0utK Dtl^T 20.02 •.20 1N SD NL Met-Op Trick I41.2N 5.20 IN % BE NL pickle SNVNDNT 1R.2! 5.20 IN SL Fciaaon T. 20.04 5.20 1N sD tN K , Slurry Try L M."M." 5.20 50 RL Sw-p INNO tiNllar 20.04 5.20 1N SD RL yyNNONn, FL~t7 20.62 5.20 1N 5D Y /t,,Wte "rrieT (NKA. 011.1. a.IN teen✓t 20.04 5.20 1N SC INS.yN�„r MI), 5.20 IIISD NE , ter Other n.04 5.20 1N 5D EL TrKt.r, ill RWWr-IirVd 20.04 5.20 1N 50 $1 vK1AaA Trick 20.04 5.20 1N SD NE wMoweaRn 6 Cck.n 20.04 5.20 1N SD SEEM , ester YMon F T✓Il Tt k: 0 - 30D0 MI 20.04 5.20 1Ill9 SO IN.ester NmicI 6 TNEk Irwk: Ora, 3m MI 20.62 5.20 IN SC � ViKh Tank 20.04 5.20 VTecker, Ty Truck, pm Fiai IN, 20.04 5.n IN SD R ^WAS, MILLEN 1 ITr1NNtlen Pep Inul Ur. 11.60 0.00 1 01 IV 9.45 O.W wll 01111e1 11.60 0.00 1 J ( L h I WrTH . A on ,vew aM STATEMENT OF INTENT TO Dqpt a L ME OF 51330 TO: Oepuva.vlm ly Imuw. (0 PAY PREVAILING WAGES LSACD," Public Works Contract PO B.s"w INSTRUCrIONS Olv=m W A 9950a-ulO CM)95&333• ON RACK YOUR APPROVED QM WLLK YALEO TO `THS ADDRESS Oa^a>Ie:'a aPN'No.... co=. ,game _....ma Ou vaaasuaaid.._.._. aNes a cnmy r11:ve+:.[peelormm — hlme mgmcly `- PNua am 8 amm ee n L a.arrip eats of ppowar km or "bR Tei anee n ui mwWw asnf am Ole offam M t/MNN/Par dmNnw ra 1 M ewfed&am ha YIN N. PU5?SC AGENCY I.CRAFT 2RATE OF 3.MTE OF fRtLY A.ES:RJATHp N3. ._. I 9,M LY.LAA.1-.TFlIDICE REMEFM OFWORKEKS._.., I N[RLSV CpTily THAT TM[AM INro m To 1[ AND THAT ALL smv[[RS 1[MStOv ON TNs rURLIC WO HRDr atl aO(ICO fd eanpAlry tplRWtlp VlsARa SAOJ[CT VA1 S[ AID No L[ai THAN TMc PuvAILISO v•a[ ._.. RAntQ K pLT[AMINCD Sv TN[INDUSTRIAL ITATISTICIAV Or t.gilPtAT gam,__. . _ _ -. _.._.. TN[ba.t [NT Or LARDI AND IN9USTAI[S I UNp[AATAND THAT SatinAm WHA M ANn PU Rma vat LAvi. I [ INC,"m CLASSNICATIONKoOP[Or rai or WRNCB. '1 IMrl05[. a MT Or PR XjL a VA6a3. [IC An SUS• A JCCT To rM[[.NDIOA DUAAMCNT AND V ILL a[R[OUIR[D Tf rAV ANY RAtR VAU[S DU[To vMRN[1S NOTARY, t fe a[1 c"y _ ... .._..... __. . SWe_TIPr _........—.amWt �P W Mn Na amartr[a) rry v.rz Plgec vu ........._...__._................. .......... m0et AeaaaaagA No. aTak _...._._�._.__.._.. .vvlNg ..._.. _._..._ ....__._.. Fw W t4R Ovlr .._ APPROVED Depwrmad'Llbarand Indusma ._..................._....._._........._............ vvrnNY:as:or: evrvv gN Br F7MOI9.OW I.a t Iu p.y 7.92 rZ.a uuv L 1 INSTRUCTIONS TO COMPLETE THE STATEMENT OF INTENT TO PAY PREVAILING WAGES I CONTRACTORS, DWrRMUTE "MOVED COPIES AS FOLLOWS: -h Wau_ emriust anky Ctm y- Lt L I=.SWs. Piet- pRiiiie tamtecw Odeemva-w iixax 1. Enter each craft you intend to employ on dus project. If operating engineers andeor truck drivers will be used,please describe the type and list the sin or rated capacity of the egWpmenL If the work will be done by owners or partners please state so under S 1. If the work is done by owners or partners, p2,p3 and"need not be completed Partners who own less than 30 percent of a partnership are considered to be employees. 2. Enter the rate of hourly pay for each craft or cl"sifirauon. 3. Enter the rate of hourly fringe benefits only if you are paying one or mcm of the foi,owmg benefits: vacation,group medical insurance(e.g.,Blue Cross.County Medical,etc.).pension andlor an apprentice training fund If you are not paying benefas into these funds,add the prevailing flange benefits to the rate of hourly pay and list the total under 02. a. All company pension plans must be approved by the IRS. b.Apprentice training programs must be approved by the Washington State Apprenticeship turd {-a7 Training Council is v 4. Enter the estimated number of workers for each craft or ciassificauor,. 5. If this is residential.landscape,or sewcvwaterline construction.please state so on the forms. PLEASE NOTE: The amount listed under a2 plus the amount listed under a3(if any)must equal or ^� ex-ced the"prevailing rate of wage". J OVERTIME To obtain the prevailing wage for hours worked in excess of 8 hours peh dav, 40 hours per week, or on Saturday, Sundav S holidays, please C211 956-5334. APPRENTICES Any worker not registered with the Washington State Apprenticeship and Train ng Council must be paid prevailing journeyman wages. ny apprentice not registered with the Washington State Apprenticeship and Trnining Council within 60 days of hiring must be paid prevailing journevman wages for the time preceding the dale of registration. To verify apprentices registration and status, call (206) 956-5326. I PROGRESS PAYMENTS Each voucher claim submitted by a contractor for payment on a project estimate shall state that prevailing wages have been paid in accordant_ with the prefiled statementls) of intent to pay prevailing wages on file with the public agency. 'lass Smtement of Intent a approved based on the mformaavn provided by the eontraaonsubconrraeror. I,does not signifj appr,,ai of the c(atstftcartons of labor used by rite conrractonsi ocoraractor. L_ _l "l FE CGmeltle A, mail BAt Affidavit of SSTTH AFFaovAt, FEE of $t)sB To: PREVAILING WAGES PAID Dmar®•B,Of L✓xNaINPaG,m Public Works Contract esnC D'Y - PD Boa 4540 tNSTFURION) 01 ,.WA 9004.4540 (M 9563))K ON BACK Cmsraerm._..._.._..._.._..... YOUR APP;OVED COPESWLLEMAIED TO +THSADDRESS ;i`.....__...._. .._ 7Ni mGGcl a WamN N� e jri jat"no mca DAN`at comp cp __-�-•. -nHdVRaw NB __—Wtl R lmmmml N mmtl IJN for i!e pepmt SRI*R 00 R nlB#N r of 10 fa Ri d*00 R•Tt a cW#d Ytl No ' tlW NB DI>RMta retard Your aeatlrK rSS the reffRtl Repeal IBA. CONTRACTAWARDWG 01,11m, PUBLICAGEN-Y lY1 ID;7. ___... oumm Addmur 1 � AFlapTnCFS: hRmc,mpmr+sa•. - - ).BATEOFIRLY .::r. . t.CAAPT ICItwLY►AY FRNar Bo+rats _°'�° FA/ae°a etr N Rn ...... r ._.. .- _..__... I HEREBY GEniry THAT THE ABOv[INIORM ATKIM IS C012ECT HBBrdBOdBtl Of caryarry LDllpldl q .... AND THAT ALL WORKERS 1 EMPLOVEO ON THIS PUBLIC WORKS WtfGlm PROUr9 WAKE PAID No IESS THAN TNC PREVAILING WAGE RATE ....._..........__...AS DETERMMED BY THE INDUSTRIAL STATIMCIAN Or TPItTHAT coops"BBBe DEPARTNCNT Or LAROR AHD INDUSTRIES ..... CONTRA-TORS-MC VIOLATE PREVAILING WAGE LAW:. I C _._.. INCORRECT CLAnlr,CATION/SCOPE Or WORK Or WRxcm IN- AdAmm TG RMtS AND/OR DCSARMENT AND WAILING "BE REOUISED TO PACYT _ 5 ANY BACK WAGES DUE TO WORKERS sum, zip� NOTARY.tcomuN a eWNt SSr A&PS BASS Raaaad/ CRY " au�.+x•Ee•xD.Wax m RRrGtl Am ._._..._ hRr rabr ...._ _.. ...__. Rebuuwm oumetr ._..._.__._.. _ 5 _ _._..... _ TNIe Igr Hurt a _.. .._.................. .. . sax.•a•E Fr 1.t1 L. Oelr ........... ......._............_..__._....._.................. atlHwc.+ ApPRQV® ppmaM of lA6ot and BaKsma _.__._._............. y HV IO�.MItlAW MIMB OM _ Adowai SIMMONS < MO,107-000 afflGnl Of WRFM 7:y1 ._.._.__—................_.......... �i J ti _l _ INSTRUCTIONS TO COMPLETE THE r _~ AFFIDAVIT OF PREVAILING WAGES PAID ■ CONTRACTCRS, D1STRIRtrTE APPROVED COPIES AS FOLLOWS: ■ 1.Asadmg sYavy f 2.IAI Eupiona rat Suit 3.Prime caaeaear _.,_ .. ... 4.Suhcomaa$ 1.•Enter each craft You employed on this ptoJrsx. If operating engineers and/or truck drivers were used please describe the type zn.Ust the Size Or rated capacity of the equipment If the work was done by Owners or partners please stain$o und.s p I. if the work was done by owners or partners s2,#3 and a4 need not be completer. Partners who own less than 30 percent of a pazmership are considered to be emplo.rces. -,j 2. Enter the rate of hourly pay for each craft or classilcanon. i 3. Enter the rate of hourly fringe benefits only of You arc paying one or mac of the following benefits: vacanon,group medical insurance(e.g.,Blue Cross.Comfy Medical.etc.),pension andtor an apprenuce framing fund If you are not paying benefits into these furls.add the prevailing fringe benefits to the rate of houriv pay and list the total under a2. l a Individual company pension plans must be,approved by the IRS. s b.Apprentice training programs muss be approved by the Washingun State Apprenticeship and Training Council. 4. If apprentices have been employed on this project,pmv-.de this additional information: name, f teglstrauon number, stage of progression and date hued S. If this is residential.landscape or sewerrwaterline construction,please state so on the forms. i PLEASE NOTE: The amount listed under a2 plus the amount Bested under u3(d any)mites•equal or _exceed the"prevailing rare of wage". m� OVERTIME To determine the prevailing wage for hours worked in excess of 8 hours per day, 40 nours per week, or on Saturday, Sunday & holidays, please call 956.5334. APPRENTICES Any worker not registered with the Washington State Apprenticeship and Training Council must be paid prevailing journeyman wages. Any appr_ntice not registered with the Washington State Apprenticeship and Training Council within 60 days of •• - ! hiring must be paid prevailing journeyman wages for the time preceding the date of registration. To verify apprentices registration and status, call (206) 956.5320. RETAINAGE Contractors are responsible for obtair.:ng and riling affidavits of the sub-contractors. This is required by law and retainage can not lawfully be released until such affidavits are filed. t This Af ulavir is approved based on the tnformadon provided by the J contracmrlsubconrracwr.It does fur signify approval of the clawcanons of labor used by the conuracronsubconaa.-tor. r N L IL. r r. Y 1 i C72TTFICATION OF FAYPIEXT OF PREVAULING WAGES r Date CAG No. This n to ccttlfy that the Pmvs oit wages love beat paid to our cmpinvccs and our subcontractors'cmptoyees for the period from through in a mtdancc with the Intents to Fay PtevaWng Wage flit with the Washington State bepartmew of 7 abor h Industries. This form will be mccuted and submmcd pnor to or with the im pay request Company Name By_ Title, �q s as t� REOUIREMENjRiFOR THE PREVENTION OF ENVIflONMENTAL POLLEN AND PRESERVATION OF PUBLIC NATURAL RESOURCES la accordance wRh the provrsions of Chapter 62, taws of 1973, H. B. 62r, the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the following laws,ordinances,and resolutions. e Kind County Ordinanoa No. 1527 requires Building and Lend Development Division and Hydraulics Drvrslon revew of grading and filling permits and unclassified use permits rn flood hazard areas. Resolution No. 36230 establishes storm dram design standards to ce incorporated into project design standards to be incorporated into project design by Engineanng Services. Review by Hydraulics Division. King COUmy ON.q+ No 600 No. 9 00. Nu. 1006 and ResOlWan ": 1,`7§,_ No 24834 No 6694 and No. 11 ? contained in King County r le Us d e,rd 11' tie provisions for disposition of refuse and liter in a licensed dispose ro of i,', ' ? :-ve tie. V. for fa ra to p. coin n. Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency Regulauon I: A regula-w-I t mhda the a le^•••a of air contaminants from all sources within the jurisdiction of the P,qw f.a rnd A,i Poi .wit Control Agency (King, Pierre, Snohomish, and Kits= Counties' �i adr u •W-V w^m r' Washington Clean Air Act.R.C.W.70.94. '? WASHINGTON STATE DEPARTMENT OF ECOLOGY -. W.A.C. 18-02: Requires operators of stationery sources of air contaminants to maintain records of emissons, periodically report to the State information concerning these ] emissions from his operations, and to mesa such information available to the public See s Puget Sound Pollution Control Agency Regulation I. R.C.W. 90-48. Enacted to maintnin the highest possible standards to ensure the portly of all water of the State consistent wtM public health and public enjoyment thereot, the propagation and protection of wildlife, birds, game, Irsn, and other aquatic 19e, and the rj( industrial development of the state, and to that end requ a the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw,drain,run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to j cause pollution of:ueh waters. The law also provides for civil penalties of E5,000lday for each violation. R.C.W. 70.95, Establishes uniform statewide program tar handling solid wastes which will prevent land. air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal she tar which there is a valid permit. + R.C.W.76-04.37C: Provide for abatement of additional fire hazard(lands upon which there is forest debits) vnd extreme fire hazard (areas of additional fire hazard near buildings, roads, campgrounds, and school grounds). The owner andlor person responsible is fully iiatre in the event a fire starts or spreads on property on which an extreme file hazard exists. y A A REQMZMVM FOR TRF pREyEM0N OF ENVDIONMEnAL POLLLMON An-D PRFSERVAnON OF EU=NATi1RAt.RESOVRCYS R.C.N. 7 •04.010: Dof:nes terms relating to the supprasshom or aratement o1 forest fires or 1 forbst fire conditions. i R C.W. 70.91,660'. Provides .or issuance of burning permits for abating or prevention of h forest fire hazards.instruction,or sitvicultu al operations. R.C.W.76-.OG.3'0: Stpulates that everyone cieenng land or clearing right-of-way shall pile VV+ and bum or dispose o1 by other satisfactory means, all forest debris an thereon. as rapidly h as the clearing or cutting progresses,or at such other times as the department may speafy, and in compliance,vhh the low renuiring burning permits. R.O. W. 7¢_ taws governing surface mining (including send, gravel, stone, and earth from borrow pits) which provide for tees and permits, plan or operation, reclamation plan, 4 bonding,and inspection of operations. W.A.G.332-18: Delinemres all requirements of R.C.W.76-04 pertaining to land clearing and taming. U.S.ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13 1902: Authorizes Seae,ary of Army and - Corps of Engineers to issue permits to any persons or corporation desiring to improve any nevi- a river at their own expense and risk upor.approval of the plans and specifications. Section 404 of the Fe oral Water Pollution Control Act(PL92.500 86 Stat.816): Authorizes the Secretary of the Army, acting through the Corps of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. _ Permits may be denied If It is determined that such discharge will have adv^rse effects or. municipal water supplies, shell fish beds and fishery a.ens and wildlife or recreational ' areas. MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act approved March 3, 1899: Provides that discharge of li refuse without a permit into navigable waters :s prohibited. Violation is punishable by fine. Any atizen may file a complaint with the U. S.Attorney and share a portion of the tine. m:(omu,rnmmWlrn�upoWn .• P c1& L J REOLIDU I.F W FOR THE PREVFNITON OF DI VDtONMENTAL PO[TIMMON AND ZV.UML&nON OF PL1ni iC NAILMai RESOUR= PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENI DIVISION Kind County Resolution No. 25789 requires an unclassifed use perms for filling, quarrying (includmg borrow pits and assnctated activities such as asphalt plants, rock crushers) and refuse disposal miss and provides for land reciatmahon subsequent to these activities. A cr,—= is available at the Department of Public Works or Building and Land Development Division. Shoreline Management Act 1971 requires a permit for construction on State shoreines. Permit acquired by Public Works and reviewed by Building and Land Development Division. Kin Aunty Ordinance No. 1488 requires permit for grading,land fills,9.avel pia,dumping, quarrying and mining operations exnept o County right-of-way. 7eview by Building and Land Development Division WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Chapter 112 Law$of 1949: Requires hydraulics permit on certain projects. (King County Department of Public Works will obtain.) WASHIAGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-2?,0: Requires a National Pollutant Discharge Elimination System (NPDES) permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A.C. 372-24: Permit to discharge commercial or industrial waste waters into State surtam or ground water (such as gravel washing, pit operations or any operation which results in a discharge which contains turgidity). W.A.C.50&12-100 Requires permit to use surface water. W.A.C. 508-12.1_90: Requires that changes to permits for water use be reviewed by the Department of Ecology whenever it is desired to change the purpose of use, the place of use.the point of withdrawal and/or the diversion of water - W.A.C.508-12.220: Requires permit to use ground water. W.A.C.508.12.260. Requires permit to construct reservoir for water storage. W.A.C.508-12.280: Requires permit to construct storage dam. W.A.C. SOB-60: Requires permit to construm in State flood control zone. Km, County Public Works secures one for design. Contractor secures cne for his operation (f. se work design,etc.) — HlormvrnRmuLenvtrpotiyh Pw)of1 I — TT FjMQN M4TAL POtiLMGN.lL2 i. PRPSE7M&UQN OF PIMUC NAIC18AL 0913M WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R C W 76 04,150: Requires bumiiV permit or all fir" except for small outdoor fires for I recreational purposes or yard debris disposal. Also the Driparimem of flaturel Resources vs reserves Ms ngnt to rostikX burning under the Provisons of R C.W. 76.04.150. 7'D4.170, 76.04.180, and 70.94 due to extreme fire vrsathar or to prevent restriction of v.. Delay and axon""sir pollution. R C W 76 08 03Q: Cutting permit required before cutting merchantable timber. R.C.W.76,08,275; Operating permit raculred before operating powar equipment m deao or i down timber. R.C.W, 7844.Q& Requires permit for any surface mining operator, (including sand, gravel,story,end eann from borrow pits). UNITED STATES ARMY CORPS OF ENGINEERS town 10 of River and Harbor Act of March 3 1899: Requires perms for construcaon (other than bridpsa, w U. S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain.) FIRE PROTECTION DISTRICT R.C.yy, S2.28.010, 52 28 n;n 52?8 030 52.26.W 521@A50: Provides authority for, requirements of, and penalties for failure tc secure i fire permit for budding an open fire ++nthin a t:re piotectlon dlstnct- UNITED STATES COAST GUARD Sector,9 0l River and HarborAct o4 March 1899 General Bnooe Ae of Marcn 23. 1g06, and General Bndge A t of 1-5j es amentled Augus.. 2. 1956: F, auiros a permit for construction of bridge on navigable "tam (King Count+ Department of Public Works will obtain). King County Department of Publ:c Works will comply with pertinent sections of the toilomng laws whin searing Me aforementioned permit Section 4(f) of Dsoartnent of Transportation Act, Nation) Enwronmental Polity Act of 1969. Water Quality Improvement Act of 1970. PUGET SOUND AIR PO�_Llj C^S CONTROL AGENCY Section 902(d) (21 fiil of Regulation is Request for venfi=on of population density. Contractor should be sun his Operations are in compliance with Regulation 1, particularly Section 9.02 (outdoor tires), Section g.04 (particulate matter - (just). and Section i' 15 (preventing particulate matter from becoming airbomN) H.(urm rnrtmW rnwpW/En � Popc�dS h • no r N hMM PRESEUAMN n F nIC NATURAL ESSOURCIS ENVIRONMENTAL PROTEC11ON AGENCY "Me 40.Chabar to, Perth_ ".epwns Mat Me Envimnnwnta:Pmtr•cbon Agency be notified five(51 days pnor to Me aemoilbon of any abucture contarnmg astxstos maionat lexcivairg residential structures having tower aw tive(5)awaiting unit). The emus wuue,n rtris will be aoptrcable ony where callod to on the various road pmiscts. Coo"-< of M•ase permit, ,irdinenons laws, and resolutions are available for Insba:Von at the Ofboa of the Director of Public Works, 300 King Courty Aammtstrebon Building,Seame, WA. 98104, f snail be the raaponsiblil if the Contractor to tamiian:9 himself with all rcouwrnments Mo ern. All 009M tesutting merefrom shah be included in Mw Bid Prima and no aadtbona, combensatlon shell be mane. All pe"rts w it be available at constructor.site. •• 1rlomurrn•m�uUm•vpoVDn ayasers 1 r City of Renton SUPPLEMENTAL SPECIFICATIONS for the 1991 Standard Specifications for Road, Bridge, and Municipal Construction 1 is a N V7vAW Wachutgton Sate Dep'rtmenl of'I'nnsponanoo 20 Aa —Pubhc K'orkr Auociuinn Washinglon State C�&pter CITY OF RENTON STANDARD SPECIFICATIONS The City of Renton Suindard Specifications for Municipal Construction(hereafter reler eel to as The Rentoa Sunda.xls) shall apply to all work perforated within the public right of way by,or tor, the City of Rmton.cr work per(onoed an exo-nsion,beuermeot or addition to my of the CPy'a utility,or unu spo,uition system.. The Renton standards are composed of the following documents: a Standard Specificatio s The Standard Specifitaionr are 'The 1991 S,arafard Specfcariom for Road. Bridge, and bfunicipd Cunsrruarion' published by the Washington Suite Department of Transportation and the Amencat public Works Amnau.m.Washtngtcr. Chapter, as nwdifiod and adopted by the City of Renton. A:I oi.grnal(WSDOT/APWA)text is reproduced in it's entirely for clarity and context All original text being deleted is shown with a line through the characters. Theo- bmng-delete d All text or text `'-rig added is shown in bo" -e type. All revision¢, either additions Or deletions are Turther shown wish a change bar in the outside margit a gage. Standard Plans The Stallard plant are selected pages of'7he Standard Plans for Road and Bridge Corutrunicn'as published by the Washington Sure Department of 7lanspomoon and the Washington Sum Chapter d the American Public Winks As%couion,adopted by he City of Renton, and bound together with those st.ndand plans created by we City of Renton. An appendix:.ontarix the original WSDOT/APWA index showing the disposition (Adopted, beplaced, or Deleted)of dl original pages. Supplemental Speciffcatiors The City of Renton Supplemenial Spec f canow is a compilation of the re...wns made to the original WSDOT/APWA _ document and is produced to he usd together with the ongual document ,ss Those documents listed above shall govem 'A work, except as these sandards may, be trodihed or super,ded by gtlr'1 ptiJeet-specific plans,giecod pmvtstews or oche. -.,awnu offi. ally approved by the City of Renton. All work within the public right of way petwrcre i by other agencies or private parties workmR node' pent t authority of the City of Renton shall follow these standards with the exception of throe royuiremra�which pertain to r"ytirnt and fin:ncmg. Copies of the Renton Simdartu are on file at the Customer Service de<k of the Plannina/Budding/Pubhc Works Dranacnt, Municipal Building,Renton. Wmhwgr :98o55,where Frey .iay be examined an, -opied by my untreated party, 1 SP-i- i i_. t t i 1 Division 1 General ReyuiremenB Division 2 Earthwork Division 3 Produclicn From Quarry and Pit Sites and Stockpiling Division 4 Bases h iivision 5 Surface T•eatments and Pavrments Division 6 Structures Division 7 Drainage Structures,Storm Sewers,Sanitary Sewers,Water Maias,and Conduits r Division S Miscellaneous Coast suction -� Division 9 Ma:erisls `. %P-ii K i F h `Y T+ TABLE OF CONTENTS SUPPLEMIENTAL SPECIFICATIONS Division 1 General RNuirements..................................................._.........................................._... 1 1-01 Deflnkmos..e Ter.m...........................................................................................I 1013 . . .... ............. Def.6o 1 1-02 Bid Procedures and wnd'dnns .... ...................... ..................4 1 J1.,1... . ........ .. .... ... .......Progpwb6caurn of Belden a .. 1-02 2 Plans and Spec f t o.Bid Documentr a 1-02 6 rc PPanunn of PmpoW 6 1-02 9 ..Iklivury of Pmpoul 6 1-02.11......_._ _. __......_......... ....CombiiWnn and Mukprk Proposals E 1-02 17 ..... ..... .. ...... Public Openin8 of Proposals 6 I-02 17 ._........ ...... .......Irregular Proposals 7 I-W 4 . . ..... ................... . Dyyualification of Bidden 7 1-02.15...........__...___... ................................PM-Awrd lnf.m . 7 143 Award mind EmemiN of Centrart...........................................................................7 1-031.... .......__ _.....................,....................Caro. =W.of Bid. 7 103.2... . ..___... _....._................._..............__Award of Contract 8 144 Sre,,. 'J:Werk.................................................................................................I 1-0a.l ..._ _. . _... _._._._.1.._..................__.Intent of the Contact g 1-01.2CoorduWion Of Contact Documents,Plans,Special ProvupN Spocifrotun s. andAd0.ada._._...._....... __.................................._............. 8 1-04.6................_..............................Increased at Decreased Quaaiti. 9 144.11........._ ..__ ..........I........I....................Final Clump 9 1-05 CowM of Wwk.............................................................._»................................9 1-031.............. ._. .........................Althorily of do,Engineer 9 I-05 3 .... ... .. .....Plain and Woking Dnwlnp 10 1-05.5.. _..... .. ........ . . . — _.Vaara Susmeymg 10 145.81famt Contracting Agency's Right at Carted Defective and Urauthorimd Wok........._.__ ....... ..._. .........._. _...__. lI 1-0S IQ .............. arr.. . ... .___..Gnsrlm 11 1-05.11 .. ....Fad hopecaon 12 145.12............................ ..... _ _. ...... ....Final Acceptance 13 1-03.I3...._............. Superintendents.Labor,and Pquipnuat of Contractor 13 1-05.16..._............................................................Water and Power 13 1-05.17..................................................................Onl Apuenran la 1.06 Control of MaterW............_................................................................................14 1-06.5......................... _................._._...... _...smign-Made Ma 4 lI . 1-17 Legal Relations mind Rop9rilRtle to One►mbBe.......................................................14 I-07.1.._._..._ ____.. ........ .__..............lAwa to be Obi rd 14 1-07 ... ..Stan Sala Tam(APWA only) IS I-07 7 I. ...Lead Limits 16 1,07.14 . .. ....Real,.. for D.m.gr 19 1-07.15.........._._.._...__..... .Taapoary Water PoOutton/Eroston Control 20 1.07.16., .. .._. .. .Protection and Rrstomion of PmPe Y rt '2 1-07.17 .. ... ......... ..... ....Unties and Sirrd.r Fuilitia 23 1-07.18. .... Public Liabdity and Property D.m.ge Imurancc 23 1.07.20....... __ . . _ __...__._htenmd Daica,Materllr,and Pmcaw 26 1-0722 ....... _.._ ............ . Use of E.pb.lvo. 26 1-07.27 ...._. _._. ., . ...... ....... .Tnffc Comml 26 .. 1-07.24 ..........._._. ...................................................Right,of Wry 31 1-07.26__......_..._.... . .................Peraetul Lability of PubLc Olfioen 32 I-07.27......................................_.... No'Aaivrr of State.Lng.l Righl, 32 148 Prareutioo and Nap .....................................' .. ....................32 1-06.1 .......... _..Subrontnaing 32 s I-0h 6. ._........ _._. Ro.uutroo of Park N 1-08.5 Time for C..,leurrn 34 1489. ...._. ..... Lrqulda¢ Damag . 34 L 08.10 Termination of Comm. 35 I-08 11 ._Contraawr.Plat and Eaulpmem 36 I-08.12 .......__. Anrou—to Work 36 J �!P Ylt- 1 .J _1 TABLE OF CONTENTS SUPPLEMENTAL SPECIFICATIONS 1-09 Ma.uremeot.ad Paymset.... ........ .................._ .. ..... ..36 MI ... .Mmuremcm of Quaatnwt 36 103 .. .. ... ...Scope (hymen 37 1-096 ... .. .Fo cAoccunt 3. 149{ _. __.. . ...PaYoram for Mderisl on Hub 34 1-099 _._. .._.... ....._-paymema 60 1-09.IL.. _. _ . .. __. ._.__.....Du M pweaaClaitm 42 14912 .__. .... .... . ... . ....Adds W 14913 .. .__. __.. Arbiation ae IIQ VACANT......................................................................................... ..............45 Dwi.loo 2 Eartkwork....................................................................................................................45 2-01 Clariag,Grubbing..nd Roadside Ckaoup.............................................................IS �i. '.01.2 _.__...._._.. _...Dipo.alofUubk Materul and Drbri. 45 2-0'3 __._. _ .. Co suuctlon N quimasarm 45 2-023 ......... _._ .. . ..._ ....Rymret 46 2-03 Roadway EsuvMlm asd Embaakmeal................. ....... ..................................46 2.03.4..._ _ _. .....Maaaurvanme 46 2-03.5._.. . _._. ... ....... ...Payauart 66 2-0a Il.ul............................................................................................................. ..d7 2-0a3.... _I..-.......—..Plyw Q 2-09 ::uuctaa Eaeavadon............................. ............................................................47 249I .......Dmmiptke 67 2-093 . .-.. .. ...... _..Coouucim RequirraaNs 67 .d 2-09.a.... 2-M5 _..."' __._.. .... 48 Di.eion 3 Production From Quarry• d 1'Ir Site, d Stmkplling ..................................................49 3.02 Smekpiliag A(drga/m................................ ......................................................49 3-02.a............................. ._........___. _. _._........Maaraapa 69 Di.m..a Bun......................................................................_..................................................49 HJ6 BaRut aaa Crushed Surhrui._.............................................................................49 4-0c3 _._._.............I.............CanrIrOOM Rcquimarn. 69 Pi.bion 5 Surface Tr autmvoe.and P�.emcab.................................................................................5♦ 5-04 Asphait Connde Pnemat................................................................G+ecPwn..50 5-04.1....._. _.... ........._..........I_.._..................•............ 50 5-0l.3....... .i ...._................. ............ Coaluu.w.o.-_uancm 50 54e.5........................'.____...__........................... .........._..Nymva 53 5-05 cannot Cowzde Pavamal................................... .............................................55 5-03.2.. .._.. .....M..l. 55 5453. _... ....... _._Con.tmatioo ltuxI menu 35 Iyivbion6 'Arum"'..................................................-.............................................................57 "2 lanerrte StrReara..........................................................................................57 6-02.3..........................._.. Comtrnutr a Rvquirerrcno 57 (-M5 ... _. ...._ .,Paymcm 74 -03 SON SbUtoma ..............75 6-03.3...._ _... ......Construction Roquur nu 75 -, 0-04 'r.t4mr sb1mcb a................................................ ...........................................79 6M.3.......... _.. .... _ .... ......... Comtruttion Rcquirtnrcnu 79 645.3.... ...._ _ Conatry mn Requlran,.•. 90 607 P.intioB................................................................... ........................................2: 6107.3 . Con.lrvcr on Requimmem. 82 allRmkerim................................. ... ... ...................82 6.111 .. ..., ..f.4acriplgn 82 6.112 .. ...... ... _ klwt al. {2 6.113 ... .... ..Coa6srerm Regeuc.nama {3 •SP iv- kq fr I ........... TABLE OF CONTENTS SUPPLEMENTAL SPECIFICATIONS 611A............ M.,auwa 93 6.11.5.......... ....ftya 83 6.12 Protest comWaSe Indmakdal Wan syrtms............................. ............................-.93 6-:2.1...... Deservwn 83 6- 2.2..... Mu l. 93 &:23 C...tru",o.R'U.n 94 6- 24 M.'u.z 94 6-125 1 ..ftyment 94 I)i,t,mn7 Dr&iwtgeSum,orrs,Storm Se ,Smm"rySet ,WaUr Maim,and Coduim...................80 7-01 Drat.................... .......................................................................................94 74)1,2 M,acrials 54 7-01.3 ....... cu�RoqaadltellU 95 7.01.4 .. .... .... ... Maasurerntm 95 7.0' Cul,ws-...........................................................................................................15 7-02.2 ........................ ........... . ................ . ...........161.4,riah 15 7-02.5 ........ ................ .......... .....................................ftyma8 96 7.03 Slru ural Plate PIM Pipe Arab.Arab,aW Uodwpm ...................................-97 7-03.2 . ............................................. I....-...I...I........Ma 6 97 7-03.3 .........................................................Comatruction Requiu 87 7-03.5 ............................................................................ Ay..i 87 7*4 Storm Sevaa.............................. ......................... 98 7-04.2 ....... ..................................................................Mwr.al. ts "'at 7-04.3 ... .....................!................COSStrodw Roq.iremerw R* 0!A-................. .............................................. mcas.remem F 7-04.5 - . . a-- ...............*......*-........* P.Y.l 8) 7-05 marnow.,121114s,Small Baia...................................................................99 7-05-3 .......... ................. ...Combucdod Rcq.,.cnu 39 745-4 ........... ..........................................................Mtaummrn. 9, 7.0.5 ........... ..........................-................................-.....Nyrnem 91 7-10 Trash E...Bedding,and Baddill gor WSW Maim...........................................92 7-10.3 ... ............. ........---.............................f%mivtmvaion Daaih r. 7-10.4 ............ .. .................... ...................................Mmaurtmvu 912 7-10.5 .. ......... .....-......................................................P.Y...t 93 4 7-11 P.w 1.'UUSw.IS,WSW Maim...........................................................................93 7 11 3 .........................-...................................�Dowil. 93 7.12 3.Nrs for WSW Molm................................................................................ 96 7-12.2 .......................................................................... histgrigh 7.14 llyd..M............. 98 7-14.3 .................................................................commaruab"Dotaila go 7-141 ..............................................-...................... .....P.Yt 99 7.15 stv'ice Coodac-tiom........................................................................... .. 7-15.3 .. . .................................................... D'.ik 7.17 Sanitary Seseen.........___....___............................. ............................99 i7 17A .............................................. ......................m...iptim 99 7 17 2 ...................................................I.................... M.W.6 Ion 7-17 3 ....................................... Rcqutr ,cuts IN 7.174 .................................................................moasaa 101 7 17 5 11...............................--... .....................Fullest 101 Dmsiou 8 Miudlaarous C..ww,jo. ............................................................................... ......102 M2Raadu&Pl..fig....................................................-.....................................102 94)2 3 .............L__...Cmvuv'E..P'uue..w 102 8-Ca Curbs.GutWs-zind Spillvvays....................................................... ...... ......102 ll + 5 , , I.................. Pr,rent 102 8-03 Integral Coacal Caaascbr Curb.......................................L............I.................IS3 8-0).5 ..... . I .................................. ......... P.Yrmu 103 8-09 R.i.,d P.,ru,eat MwiW............... ...............................................................103 .. .......................Caubuouo.lt.,u.rnwus 103 5 ......... ..... .....-.................................. ._Payment 103 10 GuideKib ,.................—..........................................................................103 -Sp-e- F.. f TABLE OF CONTENTS t SUPPLEMENTAL SPECIWATIONS .I 10_ Muerub I03 '. 8 I I e _ ..Mmurcnomt 103 !i 83 R rnt 103 8-20 IlWm..Jcm Traffic SSW Syi ,ar FJaetrical_..... ..._. ......104 1 8 20? Mamrials Oa 8-20 a . . _._. Masurrmem 113 { 9-20.3 _.__ .. _ .. ... .._. . . .. . _Payment 113 ( 921 Permancae signing .. .... ........ ................... ..........-..114 21.3....... .. .. . ... . Comtrucuon Rcqu.11U 1I4 i 822 Pavement Mariana...... ....... ....... ...----- .. . . Its L2x1 . ._ _.... . ... __.__.D nptlen Its 422.1... ...... ... .. __mca ummont 117 8-22.3....... _..__.._. _. .......... ......._._. _.Ryrmm II' nnarre jDiskoo 9 MaWW6..................................................................._............_.................................117 9-02 Rau r:m a Materials..........................................................................................117 9-02.1 _. __. __ _ _ _...__.....Asphalt Material General III _.Sampling and Amcpbuam III 9-07 Aggregate........ ........................................�eg.at..............nd....men..............IU 9-03.. A rc ate for PotWd Cement Concrete Ili 9-03.9._... _... _....Aggregata for Asphalt Comm 119 9-03.21 Recycled Matins] 121 904 ruurt and Crack Scaling Materials............................................ ..............121 9-0a.10 ...._......Cantle Scaling-Rubucmd Asphalt 121 9-05 Drainage Structures,Cul erts and Conduits ..UI -p 9-0s 1 . .. ._.. .._.SterJ Culver Pipe and Pipe A1eA Ixl 9OS 9 _... _Steel Spinal Rib Surmerer S Pipe 121 9-0514 ____.__._. . .._. ....ABSCompeliu Seaer Pipe 122 9-05 17 Aluminum Spiel Rib Storm Sera Pipe................ 122 9.06 Structural Star and Related Materials...................................................................123 9.065 Bob.. . .._...............................I...........................123 9417 Reinforcing Fund..................... ........................... ...............................................125 9-07.3 a Cwtd Steel Reinforcan Ban..................................125 9-07 3 Doael B.n(For Cement Concrete Ruemea)......_._. ..........126 9-07.6 Tic Barr(For Cemem C...rose Rvement).... _.._. _......126 9-09.2 Grade Requirements __ ......... __.. __........... .126 y 9-10 Riiog...................................................................................................................124 9.10.5 Smel Piling....................................................................126 9-16 Fears and Gessrdtti.............................................................................................1K 9-16.1 Chin Link FerKe ad GYca.........._. 126 - 9116.2 V.Fcncead Cntzs_ _............__ ...............................127 W 9-16.3 Banc.,daJ_.._....................__ _...................137 9-21 Raised Pareecal Marken(RPM,........................................................................_..IM 9-21_ Raiad-s e.I Marken Type 2 __..128 v.. " Coarse Curing 8iawmis and Adroi.:ures............................................................128 .. ..' ?-23.1 __. ..._.. Shea Materials for Curmg Comm 12P . 9-23.2 . . .___._._Liquid NembnnoFonning Concrete Curing Compounds 129 9-27.2 .. _.. ..._.... Chluruu xi Rubber Type Curing Compounds 128 9-23.8 _ VACANTV,%uc Rgmrntd Curing Compound-Ruin Bur: 129 -^ I 9.23.9. _. ....... . .__._......_._.Fly Ash 129 9-18 Signing Material,and Fabrication,._ _.................................................................129 9-29.6............_._... . _. ._..Bnclowd Lea Reflassre Sheamg 129 9-28,13 ....... ._. ......__.......................Sign.4rvaum I70 9-28.16 ........._ _. ..._.. . .._..Sign Lighting Lumwlm .30 9.29 Illumioai!♦,Siguls,FMetriuL. _......_............................................................131 ..• 9-291 _. ._._. .... _. _._....._..........__............__._Codmt 131 9-29.2..... ......__...._..._. . .... ................._._._. ......luncWn Baxa 132 9-29.3.... ._ _._. ..__..._Codumors,Crete 132 9.291_... __.. ...._. %avenger Cable.Fmmgr 133 a 9-29.6..... ... ._.. .. ... ........ Light Str.MeNI 13e SP-11- J �J _l TABLE OF CONTF.NI'S SVI'PLEM NTAL SPECQTCATIONS 9-299 .&Ilast,Tnmfoimen IN d ....... 92910 ......_... Lumuvua� IN 9291 __. .....Ca tEquim 1 135 1 9d9.12 .. ...........BlseUiul SPIN"Mmmmb 135 9-29.17 _.......... ...........Tnffe Sgml Co."un 135 . + 9-29.16 ...... ......`n -K kl$SCW Hu . 140 SWW Hand Mo R.kw.W Flwn 132 1 92920 __. P- .. . .... .... ...q PW nn Ag.l 143 � I 9 29 21 .-.. .......... .......... Servrcc ..nuw. Ill 929.25 .... MlgGfiv,Tmrblmnr,W TveuW Cnbio IM 9-30 Waw Uutr bulion Mswiah .................................... ........145 6P � 9 30 1 .........._.................. ........ Plpc Its J _.._........__...............................................Ruin I<s • 9.W3 .._.................. ................................._.... ...................VWu 145 9 30 5 ..................................................................._..........Hydw U6 M1 J { r - - �r �-01 pdmiaom trod Items 1-0I Defnniaom and Tema GB foe Bids(Adeertiumnt for Bid,) The pubWhed public noun,'eliciting prop..b or bide for Division 1 work rating.among other thing',the tune.Plant. and date for rtcc,.,g and open,&the h,d, General Requirements Commasbn, WmhipgWv state Tna.Pa,'atioo Commission 1-01 Definitions and Terms The pp..Uve body havtug •,homy over ear traNporation v,.rmn u provided by law. routrac' s 1-01.3 Definitions The w•riue,agr.,,,t,between dr Contacting Agency aN the Contractor.It dea rnbn,among odor Wing. Ad of god t. Wtat work will b:door and by when. ^Act of God' menu an ",,,,quake. (hand, crchane, or 1 Who pmvidca labor and noun—h,aml other nhdr.m[Dhtmomamn of,acre. A rain,wfod%Wrm, 3 H.Cono,orm.will be p,ld. high water or other oatufal p6eeomeoon of ovusual indona" The contact Include& the contract (agne -Intl form* for the spuirw Lo,,m,of the work,which might reaenuaby bidder',.,opkVd pmPou: form,on-b"er Poe" onmct bare been .nudpaad from huarual recordt of the&"eel plant, tanaaol.pxi6caunns, standard playa, add' v... he ihv of the work,shall oat be coostrued u air net of Dal cem6caoon, and 'f0davm, .uPpkn.cral -9— . change Addendum ardcn,tad a.bmrace boring k,p(if eny). A wriucn or graphic doeunrnt. atued W .0 bidder, and Coutrael Bond Identified a an add.du.peer W bid opening.which modihet The approved from of eaumY brwhed by the Com•'car or mWitmcna the bid document and become& a Pan of d.e and the ContncWr', surely a required by dr emrgnrl, that -B contract guarm,ae&perfomance of W the work required by the contraet J and pyment W enymr who Providea mpPhor or"lane for me Auxiliary Lane performance of the w-A The pen of Inc midway rest to traveled way,for(wrkmg, spew changm,tuminQ,weav,g.truck clunbmg or for.nnh•n& Contract Daum"a dot adds W through onffic movement The component parlt of We contract which may include, 1. Award but 6.1 twt Limited to, W os.e Prop : Form, the Contact Form, hood,, insurance information form, insurance et The foal dneawn of the Contracting Agency W accea the eMifrates, ratio" other cMifcauom and .fed ern, the lower rtapouiblr s:d reapomtve bidder for me work Content,pmv6ioos,the(.outeart Plain,W'orkmg Drawinu, Bid,Proposal the standard spmifintiou,the Standard Plain,Addendum, The offer of a bidder on a PeoPerly —PIP d Profit" haul Change ordM. form W perform dr comma. Contract Form(Agetement F..) Bidder The funs provided by the Contncung Agency that nquores An individual, p.nncnhip. firm, corporation, or joim the cod tmo d signature,of the Contractor and 0r Contncung iron's,,o,m,M.g.pmpo,.l or bid.When rcquind by law or Agency W vault ha foetal eaccution of We contract. athc,.,r the Individual panrCralT, fur,terpontion or join' Contracting Agency vemum.tt u be ortqualifiod Agency of Government tWt It r"ponsible for the ear"'W" Bid Cacumnts and.dmmatnuon of the conln<t Thc component pane of the proposed contract whirl, may CootracWr ,,ludo,but are,not limited to,the propoul form.the propoacd TAc indrvidu.i. p.Mcnh,p. for , enrptntumn or pint cones,pm,....,the pmpo.rd cornet pans. addenda. and vrntun, contncung with the Contracting Agency W do ,ubmnface ering lega 6f any'' pr"cLbed work- Bridge Approve►Fmbaokm"a Contract Pans M embankment ben"',,.stmcwte and exrxd,g 100 trot A pubucaUon addon.ing the work returned for an udivi.l,ul beyond , nmcturl end fat mbgrade tlevatlun for tic full pm}at. A'the Ume of We call for bid.,the contract plant may 7 embedment undb,pim an roc", ramp on. 10.1 .lope to Inc include,but am not limited W,the follow,g a vrinity man,. onrnal ground elevation Aao, any embenkmen, that roplacet summary of quarnum, s=%urt na". signing inlumuGon, unsuiablc foundation and bennth 'lac bndgc .,,poach tnf0c control plant. and daaVled drawu,gr, W for a apetifc emb.Nunant mdivWml project. After We concoct eaacWion dose the euntree pli n.include any addenda Page-SP-1 Revision Date: April 26, 1993 f J all 141 Ddm ,Op old Tams 1-0I DefuottneW land Tenn, Laatract AevklOu refer m for Ce] of Reotnn - -_ Planning/Budd / �ttmat of A publication addeatiny Ne woh rtquvri for an indrvwnal ink Puhbr Works. r ' Men. Al Ne vine of the uli for hilt.the covina provoaon, Engineer Y F ma% include,fora gre,d"ou ivdwi pm)ect,Lk aninedmergt m 3 the rraodaN tpai... .Ne epeem,pmvun...,a lw a of Ne Cnntnaing Ayrncyl repr.„yuUve who adrninirteta appbeabte standard plant. the prevailing.Nimum boruly range Nc cunenvnron program fcr Ne Contraetmg Agency. ratan and a infomutqul,MMMI font with Jw bluing cf bid Federal Highvny Adminetraban urns The p-mcacd contract pmvurone may also,include,for a The Federal Age.:y auNonrad m aPpmvr plans and sPe Wivkual project. Nc nquvod mntnn pruvuwu amram for Fedaral-Aid Ri¢hwy proyeat.. They oleo Nryag Ionic, aid 'dkirL �lio mnft. tlb and, vaneua nqu.,ed loch P`l` tU m atone contncs complkncc «nificaUoea or dakn[iom. Alter Nc contract aasubon date dw 1'..'.an pmvev�n•-'We die pnposed comma Frontage Road anP provaom muWc an v addends • w py If the antra" franc. and • a y. aUee or road v andi dA m vi arterial hon,,uh roPY nf dw propnul form wuh the antnm prsw and Nal Krvn abunmg propane and adja<enl arcs aW wnuob cxlaeeonr accam. Data(AP%A oolyl Higbwn i Bid Opening Door(APWA only) A pubbc wy for vehicle,incl Wing Ile"council,right et way The date on which the Contracting Agency pubbcly Ia open[and read[the hid,. actor Aratd Door(APWA only) The Prvfact Enguwcr,'I mlionientaUve who mpecia Wronc, The date of the formal&6,6oe of Ne Cron.atting Parformanu in devil. AX—Y m aaetw the bwm "Mwibk Ridder for 6aborstncy the work. The kbonmrics of Nc ConlncUng Agent Or _.. kbommnca the COntneen g a'�t other Cenna(r Eirctonnn Air(A°WA only) ¢ Agency audmn,.. The date the Contra' Kd,.ark once It. a� t'n6 Agency oRwuR]bind"Ne ♦t agency m-be rootratt. Major footratt(Bo)Item Cnnpkeen Do,(APWA only) A big aeon, uokat apeeifpB] acluded in Nr Contract The contract deadline date for rompl joo of a0 the pro,ivfum,for which the took bid gem Drier earms'oo k 10% raor4 the contract nquir" or mice Of Line Aararded Con tact telltunct Price(encluding re. 7be date mar he roBated acamedaore with acur to ruk 170) u rr.eed W roaforon wilh authorited adjutmeoc of d"rrmgoed by Me orytioal"rumored quantitie and oral, Lid Marcia time � kern pre". Suhamulol Caraaplenon D ,(APWA unir) The dale a4blkhed by the Content. A Materul F.ogiii.warn the Molar, tine.or write daim.ed m n Any a:ubtnarslrecifed fur all m N<ronto and o o!, Mill mu he formula for Ipuidated damag" wW Project and ks appurtaaoro whkD arm into and terms i in.bray"c- used and I4luid1ted damag"Liner"her pan of the f ehed stri ctorr Or improremeet and a crpabk wtil be nt"sed on Nr bale of dire,, engineering of Ong K urd and a furaehed for that porcine. ado minted coot for ornrom of the ant time Matnelmn tooth Ne Mud Cm Dale. { A ceeaon or oM..unation woe furneb"•raw euterul, { AcnW Camplydnn LEY(APWA illy) '"P107, tomowdit Thr date"tablkhed br We Eagom u toe date bat 1. equipmat, or onarufaciured aB the work the h cl b, fabricated product and doe not O. Site:a sat perform M',ur at be Projat requvn a nr.pkte. DPlier. I Arcrpmncr Ontr(APRA on y) tioti e m Roe,, - 1 The date the C--"-Iiot Agar as Ile ram heed ronN ] in i the W tin" Bake from ll Con loafing ectica or P att and kema of work showy in Nr EogNen m Na (:-d Iritr he R.rk & and dkmioy ebr final estimm<. datur.ConneareOr m proceed wkb the Work and nnbhsANg tear Yofke of Aword fAPR'A only) date on which u Contract Tone heyiu. j The wripa notice from the C:Oatrarfiog ACner]m Or Equal the umuaeasful Bidder sgWfying the ConlraUng When Nr ad ABac]'saaennnceofth,Bid. t"m br rpwl• a med herein, the Contrmtmg Agency, or Ne C:on remmmndation of the trae�g Agency on „y 1 The Slide geputmar of Tnuporur.:i f rn,pen,,nId M the wle judge c!the The Store 9uaUt]and aitabilk]of Ne proposed rahatituti.o. Agency auJ;urind b} ley m adnmrs¢. Uansponation-mLtW work Whirr sppbcable Ne shall abo I PageSP-2 Rev„iao Dine Apni 26, 1993 L — 1-01 DrlrtitiWss and Tams ]-01 Waaitiq.,and Tersest plant _--- _-- _ _Standard Plain The mnmcr plans, so llor eandand plans which Show 1 manual of specif pWs or drawing. r&,Ud by the location.character,aM dunemions of p,acnbed work ucludmg Clouacung Agency which Now bcquendY .eumng lsyouts.pmfdes,emu-section..and other ddads cnmponens of.&that:avc been stsndaMvcl for use, Project Engineer Stale The Friguircr'. rrymenulive who directly soparvvea the The .tan.of',lunmgton acing through u :epreaa tall engmeerng and admu,uvatdn of a wWauuion project The State shall also refs, to Tha City of Reason .ad In Proposal Form nutlariud«pre,ensatire,where Applicable. Thc lane pro eierd to bidden by the Contracting Agency for Structum subm,ml of a proposal or bid m the Coruacung Agency for . Bndgea,culvel catch bunts,drop in1.a,launching sells. specific pmjcet The form uutudlea the steel number.estimated cribbing. maMolra. inndwWc, budding., service pipe.sews., plan quanta,,and item decntskon of the bid rtcros along wM ued,ohnon.,foursdauan drain.,and other faure found during hlan,spaces to be compic ell by the bidder far d um,puces. work than the contnot my or may not classify as s s.'aetn.. exWsnana, the mil bid amount lipnrure, dal.. Subrootractor acknowledgmen, of addends, and the bidder', "do,., The mquu mnrf"tions sod dwlarntions arc part of the di vdivid,.al, parthership, fum, corporation, or joint „emure vbo is,i blet pan of the wmrac,by the Cara-actor. Right or way ' Ur p dvY. err Property op sWBy Wp. Subgnde .yuuWd fi r or devoted to rninsroNtlon purposes The top surface of the rNdbed on witch subbase. buc. surfacing,pavement,or I.yen nf.undsr nuterub.m placed Roadbed The,graded part or the n.dwsy within top and aide.bpi. Subslroetur prepared a a foundation tar the psvenent athoom- and he pan of the structu.bolo. .1 oulden 1 Sunple and continuous span borings,or The bouem of the girder or beans alsb soffit,or Roadway 3. Arth skewbaclu W ;.h atruetion joueta at Use top of The punwn..(the right of way in.Uric autadc lumu of vertical abutment member,or rigid tome pier. the awe.10" Substructures include sndwaW, wingwa m. barrio and Secretary,Strrelary of Tran:por,rtioo oiling attached to the wthgvnlh, and cantilever b.,, . and ndmg, The chief cimuuvc officer of tlr Depamnem and other suthori ...1joivu. The chid es,cutire officer tothe Superstructure D". h.B also refer to the Department of Thc pan of'he structure above - uctsi l, .enp)f ablk works Admlahtator. 1. Smplc and oantmuou,span bearings,or Shoulder '- The boon.of the S,Mer or bou,m aI h soffit,or 3. Arch .ke,buks and wnnrWtion joint, at the mp or The pan of the onsid—y next to the traveled w.y or v rtical Nuunent memoen or rigid frame pie.. •'� .calling lanca. 1: provide Wcnl suppor, of base and wrfsec ..it e-.tending. court .and v an encegcmy,.paps,am tar ,th,cic, I fmm the back of pavement .rat to the back of Special Prorm.. pavement cot when the, andwalls art soache,d ¢ the ^, +aMediGcamn, to the `uperatructum,or Ji atandaru .,,c:tfciuiom lod she-oinstin ewt�ra Ilse - 6 from the exp.mi-e pier oi the emi per to the Ile,6. he een and suppst—wus:spec'fwtiom uat apply In an expansion joins at Its other etW pxr when U,e esdwaW i indrvidul pmKn. The•-au,prorhiou easy.d-.ccibe work a.not attached!o the supanuuc.urt. the specifications do nor mica. Surh aork shall comply first banner itn ling r_lode,but art not tended to,gvden,slab. with we speoi.1 proreisW chit then whlb any speeifiesta.. Su and rulings do nothed se, in SupcMn gum. rho, vpply, the CoovMer shall iodide aJ took, of doing Soyentructurts do rater include ennd leas.vingwbW,barrier ehh work within the ono bid prices. If the special prorhions and n.rag coached m We y the 1pse and kinor a bsmcn aM requ:rr wort that hat m unit bid price, outs shalt he nNng.ueM..uyponed by Nc eipanvw.urt. incidental and imouled "hie tic. uok bid price, to the SUM) cnotrart. A company that is booed with the Contncthe to en.urt parrnrrruncc of the cataract,paymanr of W obligations peNining Pro,,Specifications anto the work, W fulfiWncnt of shah other conditions u are Pro., inner and rtyairtmem.mr Nc prt,mocd work specifse,d th the canine,contract bard or aNervvvc required by In. Page.SP.3 ,., Revision Date April 26, 1993 PFJMNPR - „-. - - '� IN 142 Bid PraeMlnres and COndtlantu 1-028id Proad�rem and Cogdiliote TWO Or Bodio,Q 6--.f Thr:aka or heading,of M\soon.snd subaxuom hen in prav'idaaHeaw♦*e-1,�6wIr d art mundod fo,, smenicns of rel. c-.d sbatl of he noel etd ar h.,,.,any bGMg on Chet,Nn {LUOn. . Mt-6ennaelelg-Agwnny. Traded Way n+lneunl-+{NetienbwnM That pan of thr madvny male for ,ehick mvol excluding d"Oe'R0O°tr - ahouMen and ausutary bnins ^" aw.d wahaat Work iww<eMeeepmapwo. kw v1e11pTq The+mourn of sil UK,,.maurbla. i,,nem and ie-aendaet�aNraAay.M.e wcrything needW to succdrfullY compl-o• Mi w aIoodiog •^tM wmncl iwgeMorN.ey-aMN. Working Drawings f}"'To'. Shop dn.wngr,shop plem,ertctkn pkm,fabcwork plans. framework p:.:u, cofferdam, cribbing aM \Men, plane, „. berdmg dugram for minforcing w ., or any other b - suppkmenury plans or similar data, including a wheduk of ao-mle&lo� subminal dues for working drawing,when spmhod,whwh the 2 - Contracmr must submit to IM Engmsr for appmvsl. lee-s+ss-nsenlhae��¢a.a..6anoa-�� enp!'-o a'fdrhrd 1-02 Bid Procedures and Conditions a- ..rk-nra.9ma,f-d,e-p,,,t.,ml„e f i 1-02.1 MegQualifiution of Bidders «rr.nwMee-r.-rwnpeneeR „-eeepe a,rasafa, eAaN -.. mf'." H't`•a. Fhsesatw1ee-atwk —,uneab -W,,. ' elfi wwk�ila-gyexrer ,• .wmsre�_ va r.4"Infinaly� -d,I n.4*-wkebuho- 11etw w�-�"^'�wed�weaiwe4� 92-FL Bidders \ball be gaalipwd by wryer-we, rmawiag, equipment,and urgaobaliou m do the work idled for to the ie--Iweuee-greoet. Contract Dwumpnu The 1:ootractiog lgewy rests the wnu..h .equeedM right on take whair.w action a deems owevey to w,e jo Ulaf nmassarg-�gwR.� the abBue of the Bidder to perform the work tad faebei:,, Thu cation mq isx9ude a prequ,V"tion peoe d,,,prior to .,. >r'�4+kfyk�*^PPa+^^mapgnwnwwewes+has the Bidder being furnbhwl a bid oo soy eonwart o: a To preward unq ,d the didder'r gsdlfkatiom prur to swwd In I the "e-d -be .rgeswrM.bswr+s-dsyt 1-02.2 Plme-an66peeReatiotaeBiG Docwnmtc �'�'°°te�^t� -+ay-� F'ra -.hg T"^f4ye4ee 'ef->e pla^` inew�e� (�°n' tfi,cneToee"wu�seiw.4n ? MI-Dsenw'+kdnwna�.nmene ` w He.eawdylld -. v-eemeraw ;. ►head. q , be faMeey- C�rdMeterw-.,cat-. Tah - bIdA skiwgteee . 1 i4^°P o - 1 bnd. .o-ETmeaatwg r eipenMg _ Mde eaeia-6acbtM.us.s«iHtwewaelnsito-eMwe k-h�ddw-appeakFT' I �'K w Page SP4 RFVlalon Datc.April 26, 19ga J r ' 14,28id Proced Irni and Condition 1.02 Bid Pcoc edum and Condition obvu aln w be--unamf uuot.r A.this mfomution u neaorubly s cenam-Llc trim am -poet-, of the wmA at,(mciudwg m-arial Aora)a w 11 ra fmm the g .+aaer iia ' gyaf bid docun,enu and Ohe- mlorm•tron made "In r '� Bur-kaew Nu wntnct,and I Hu uwfied ivalf u w ue ukq—Y of tvrc.Ih d �( naAaaaa"O �a IgFamaar baa-en+-�My for the wmplaioo of the-noa riEW and ap.+....rt MY Won of :he 'Oid&, to Wtc the' au+ona duc .,,al.dged m 0e, cl.uac -ball -t relieve the bidder form ,,.a Aaa +s MtrwFWre 40F� ruWmibihty for uwuwg pm,,Orly the did&ukY and eeat of •s fPv+a+`9ai Treba 'Otaa.a'mrq" aucca.Nuy Perf..,.g the A. or iron pn'eetaiv:; m erOv.wea- -uccaafully Perform the w.A vndwot additional capau w the Contncung Agency. Abau not be The bidder agrees that the Conuaciong ACent'r `f wmlpwaaf_� �. table to It on LhY Itio n for additional payment or Wnronal tima or-rev eGun wba,oevrn if the claun din. �ly ar:ridvecdy raua- #aaa=.wffa+gatw"'v ypa�.reJeN..on^ finm Ne bolder'- (.do, o mvaugaa and GmoWrve iuelf -a.-jy-.+npypaow -qua-k`a}wryaam ruRriently with the wnd:.,on-ender wtwh the wnuaet a to be .! prevsnrm ve lr�aoPTla- performed +Iseear The bidder -hall M GmiWr red-ml'ly wrth all Federal. S,a. and Iota1 la••.• ar;m-rct 'no gulario-u which migW 1 •. .k.. .a affect Non tongaged in in,waA Tx Co tr eung Agrncy ia ll -.� �Aeapggnr -:rriau Bases 1-' °' not-ender an,Pla of muunden_", s or:gexi t rf aue,� ' rNuin.menu. • I NNenwaf-reN?`+-rN-r f"`^°�"'e'°'""C'" Pod pries+hall rtllcct wIW the bidder to u palea tt be ue enst of compla.g Nc work i idodmg en."..mate- uhor, Ind ego.�mcnt E..qx u the--tract may Pmvid the bidder .n.r•.a...t+^pr WJ heen:e no payment for any w.0 Nat acted thaa in the bid pnce.. ,kddrxrnaFTGaa'^r•Y'-1'e' h"ty.. ..pay,.-.-�M(-aFe pm-pu'u.e bidden are.dviud dud w.A on or ad)aunt b a —.tor may mquac insurance c•.vengc on-mpWnu ML. The Lan -honnonl .red Har6-, worker'. la.,eeatioi,u on where Rid I),aeomenu 0".be obumed 1 Com action Au ,dminiaared by US. Depnmem or rniaw-.d win Isa fu..d on the Cab for Bids fur the Nork Kra eoa s o9afal.toes-p.prr. of L..1)1 or glued in the Coou.ctiag A6 7 The State Irduslrial l-nun.we ("in utnud by Nc 1-02.4(1) General Wahmgton State Dcpn+eent of Labor-red Irdoatroca). The bidder Ahab artfully eaammc the bid documenu IS or 3 Bob dcfined N Sution 1-01.3. Subret"of a bid-tab he eenclu-h" ' cv:deuc Nu thc bidder Ma mAJc these e"thatter and 7M Contractor shall Cur W cent for+uch in-um:a a pmvidM unden,-ds a0 nquuemenu for the wfomunec of the N Sutton"7.10 woA The bidder 6 Mcr wrranu, "g -, and No CGun.h.11 be AU-w d becaure of any amhiguuy on the .eknowledga by.obmiumg a bid that d contract if 1 Has,ken seep- rdsoablY ucnury to ucer,m the 1 The bidder doaa -uto an -::b:gaAY but GiG b rwtih rmturt tend locaunn of the work. the i,ntn^ Ate']:r or Hu invauC-tad and untied Nclf u w the gene-: The kidder fdW to discover anY. patent .-bigidy aid bcal corwiuon. which tan -ffen the—1k or "a Ntet would be disc overtd by • reaao:ubly ;.ruden: I . •, Win,including but rot Witted to wntncwr w preparwg ou b!. •. Ccnditwm baring upon Ii...0i., My prospective bidder deaning an explanation or tN-pnrution, dispoul. Wrdling, and ttorage of mterptesation of the bid d-umcnu.mull requad tba .^''.nAuon mtearGL, or marpreuUon intvrotinY Anon enough w-lbw a v -reply b Me tevv or dabilty of lab .naerd.ls,war.electric w reach W Pre-POCu- biddera before 0' vubmiu:on of the. Power,tad roads, boll. Oral lap,...,inarpraa•wm,or wtrocdona given by - Cn na noe. •if wvNer river a.,. Ula o: one before Lhc.ward of a."Me'will not be budutg ran be w lM- -...,r ph,."l c.mNuoa at the s'e Contract Agene• MY id dram- u W - pivgn iaivo bodo_r ' d The ce �m-uon tad wnditwr �f Iha rmund, eunamug any of Ne hid durum-u Will be hm,hW w -u Ind pm.Parivc bidden at an addendum d 0 dendual mfurmauon,dcar:W c Taw c'anar: of cgmpmem and Gethte. he dW by Ne Conducting Agency w be nea-utY m wbm:Wn4 bid+ pieta,,ro p w and durwg work perform—tic< if the Contn.'ong AgancY Concludes Wt the Gh of :he M :•i pru pectiv ]. Xis bested itself u w dW cbancar quW-Y. and onfcmudian wuua�c prt3udwul w other + c bidden. gwmity, of aur4cc and mbsnnc�c m-arula or Page-SP-3 Revision D.le'. Apnl 26, 1993 E J 1-02 Bid Protxdus8 and Conditions 1-02Bid Praice4u•en and Conditions 142.6(2) Subsurfaae ldforsrtation cop'nreMip, the proposal slWl be Mined by an aWnrved If the ConUntetin A member of the O,spennerahip.When tiro bsdder is s you,va(une 8 ged "rite mdc subsurface mvnugsuon the proposal shall he .tend by not or mort indivewls u Of the tau of tie propr.d won, the bonrhg lug data and roil authored by the hint Venture. ! sample and case,Rent gt bnfal rePDM aaumulased by the rani tine Agen:Y wdl he road..v.d.ble(or supection by del 1-02.6il) Proprictary Irtfortnation o. sic. The brremg lugs shall be mN N ad pan of the V'mdO-should,in the b,d pr"assai 1.Identify clearly ant Wouect. However. the Contracting Agency, makes rw mmcria!(sl which mNtitute '(yahsiblel fameWs. desigN, reprracmation or w.rnmy"preasd or=pled thud dnnini.od resmrtb dam-so as an be taemp,f Out public I Thc bidden, therprwlsoru from the boring logs are, disclosure. RCW 42.17,310, or soy materi.b otherwise a the s ON blamed ru ha-®pt,doug with a Statement of the bun for va rt wndit.om and ind,camd water tables will on, such r'aiu Of-emotion, The Department for State)rein ry from those found tone ,hr borings wort -die u, the emdor of any request for dheleaurc of su Wutu ch made.and ioformatbo rQeieed sehhin 6 IC,) yen fNm the date of 3. The ground a the locution of the borings has not beco submhsina. Failure On w labelssrh malesuh or hdure w physically ducucbd or ahesed 'der see boy-v, rota timely respond 'fill ,wtice of request for public disclosure man. bu been giem than W deemed is tail- be the su6mintint Pc Contracting Agency specifically makes :,n u.,ndor of any ciaW that such mterials are, in fact, w M.to I., g,senntre , or waresnW u in the andrtion, exempt, mauMu. or pmp',Onoa of dec rweriW between the specific I boring'regudles,of sny rob.urfue tiformhon the Cr ssettu g 1-02.9 Jelice of Proposal Agency nay,rake svaiubl to the pmpectiv<bidden. ry --- The rvaiubtity of suh.uruce fafuN,ation from the Each fictionist atoll be wIW snC Mubm,pcd in ti,e ao Contracting Agency unit not mheve the bidder or the Contractor avelote"Crew+ded-wwktie. The bidder than"'— -••• from any its or of env dr!y w make easmmt:::a and Prepecly address thu envelope he.wire proper hrrdung and uvesugmons u required by Seam. 1-02 a(]! or any chi, den+cry responsibdny undercut comrsel or-may be required by law Tine COntncmg Agency wtl no •ONWe, Prog Ou u it _. rtaivn -(ley see pine, a .1 ether than rue P1 rc, find for 1-02.he Ar res'", therica,De ii-raw s opening bids u the call for bids The Eagmeae oracle- the right w vravge the ijQ Y Forms wide Ahern'es,Additires.or Deductiyes.if such be w 142.11 Combitution and Multiple Propuifth the ad...tage of the Coouactiag Agency. The Bidder stall y bid era 80 Addition,1leducnres,or,Aher'mes en forth in the A project nay be organud for biddmg and ewaruaion by Peupmal Foram stain, whtrwve specified in the Special va m rimu ed,od. to cable propou w la be subm it, for .., proruiaos. combined pmjo U or for use construction mithod.pccified Tar Cootncling Agency .,. the right w swad combined or 1-02.6 Preparation of Foropssed seperau bids or by such ods, mnhal dansed must dvNUgm,.0 In the COdncting Agency_ Only tbose oombced The Contracting Agency wtl accept only sense pr isls hd--pess6ceby pn.crib j Or the projpc Mosul provudN will pmptrly csecuod on fermi , provides. Unless a app"a in sae aecepN (( contracts arz awarded for combwso . of wnwg. the Connecting Agency will not accept pmfustu on proiccu, separue contrite. rod, ha women to. a& pre cc, Ferns-wchd to to pure and stumped•InfomutroNl.' -i-jd in the eombuution All pure-hall be,in Ic,blc figure(rat wools`Odic,v. A bidder obmi Lng pert then one proposal ina testing my sit,or typed.The pmpoul shd'meld, Mo-ach out or Ce fo0owm;mtcmem to each proposal ) A unit price :or :ach nee (moaning d.gw iron ,hsn •We pecf<r to he -warded not mom than (Number) fain Fit--in the right of thc decloul foam'. each taste contrac• for projects for sh.ch we have sobmWed bid•n price shall also be women in ,,uldl;sshre.ici thu sarong,'Or area the written,mrda shall presan. `We prefer to be ri.ded enntaa.of.tOW 2 An exunaen fo,ach u„n poses,slid my mom than S___for nsajecta for Which we ha• i3 The caul antrac preen(the Mum If I]to nuons i submived bds a thu kamg.• " i In the spa provldd on the r*oawrz shed.'hc b,dd<r.full Such atuchnenu win not make the proposal ircel W Thc con6tm den W addend] sac hen ra comet Connecting ASmy wdl awed suss contract w the bear '7M uid,ler stun submit a eomplad •Duadvsougod, retponubie bidder but yin condider such anechmen, u 'Mimrity or 'Vomm'. Bwueas Fturpciac C nificnoor. if d dnenninog the repo -ibilay of to bidder w perform each at'PLa contract for v loch-nsemw has teen attached 6rrrh d+,6tg bwirhess under an uromd ante hall ' submit . ocnifid copy of M •Cunifia4 of Msumd None- 1-0Z.12 Public Optaing of PropoSid, (uda.the Contracting Agercy.1mdy has a copy on file). ... Pepusals of oosportioru shall be aTood by the officer or pmposau win he opend red publicly read at the tune nffsa;e having .Morn" to .%I there, If c bidder is • sdicatad in the it fur bid, unless. the bid o delayed!or canesld Bidders their authurned:ram,onsti has been _ Y gads,and other Page.SP-6 Revision Dale:Apnl 26, M3 J 1 1-03 Awned and Ezrxvtion of Contract ContrastI-03Awvd and Ezeeulion of _—_— --_ 9 A biddy a nit suawrvcd to do buainas N t1w state of I N'rtstd panto are anted w be prasar. a-, ad time Washington:or Agency "aeries the rant to paepoe We date and time fa bid opeeiog. M.sifr"floe to bidder will be b7 addenda. 10. Thert art tar outs r wom deemed ynpr. 'ir' Ir regWar Prop9saV 1-02.15 Pit Award Woruution BcfoOe swasdinF any.,Ma,Nc ConnectingAg<ncY—Y 1. A prupsid will be mo•eiI.4 umgu4r s A will M require one or mutt of that ones or swoa of the bidder. j telawd if. 1 A amD1^ •taterruru of the Ong.. comPoraae t. sad f •. TM O tkae ProP°aal form lumuhed is nit �..,"s. of any or W msurials w b,used. used orr a aaemd: t Semplet of them awensb for quality and farms tat•, b The oomplecd P"I>oasl form msstainr my uauuto"ved ssl ltwm, delaioas, taerrsu bids, 3. A pn:rue schduk(ta•form Ne Conuscang Agery r,qutrta)\hawing the order of sd acne rsqu d tot or<mdioons the vanaus phsmi of the work. a The bidder adds provumna erwer:mg a'rtgM he 4. A breakdown of mats snl�d to any bd aan.or rejra or m els the svnrd, or enter Nw the S. Aacndmu a • contcrata with the Fagurcn or ..Mal Mp, cnutive•of the Fngineer. der The propasl form a r,properiv esecutd. e. The bidder a tat praqushftrd when m rrelulred, 6. SWb add'a�aa iofnrmstius u rosy be apeeifwd whkb tole permit We Eogmesr W da.taioe the i err Bidder's general ability w perform she Work. - f A pnee per una emaet be damm"d. A pmpoasl My be wt,,.eeed trregutar and may be .jnted a 1.03 Award and Execution of Centred •. The propeul dues not utclWe • went price for evaryobtd den item. b. MY f unit price sit esoes•iaiy unbWn<d 1-03.1 Consideration of Bids (either above or below Nt smoum of s -:aron•blc After opening sed +dmg p-Paash, are Comrsaing bid)to Ne poicaWl detranent of the Cortnctmi Arrey will a'ak Nsm for wnamen of canna"' of the AgcncY; price per una ad the tryst price.If.duerepn<Y cvm bawean Receipt of dkit"k not sekwwledged: ute pricc per ma and:e extended smuuat of any bid men.ute der A member of a joint venture and No joint venture Pna Per una will eontml. The total of caesuras, -tide+ nub.,propash for dse..pmjea(ia such nn where aaa,mM,and iasloding tab Well where apg.abk. aurae,bout bat my be ejected) or will be used by at,Contracting AgcncY for sward purptwes ad c II propssl form entries are tat mode tat tad: w fa the mnount of tic eant'aa bed. Thc right u rasrva by the Comacting AgWey W wave 1-02.14 Disqualification of Bidders wfomuhtka to ut< bidding. SCOW a Proposal of art lowea A bddn may M deemed net rerpun•ibk and Nc pnpasl reap. rnbk bidder,njea my or d bide,teo kfish the all for bide tevuc or nncel Ne work.or nquue the'A to be done u, "coed tf •nether vny if utr ben Ntertn of ate Comrmurg Agency, is Mort. nun , pn'psal u mbmived for Me asma r project trot. bidder under We tame or diffcrem .^ AB bids wA be bud os real sou of sit rrbdub of emu: kit, fie partial bids will be aaepted nabs m Suird to Evdmc< of ooawioo "a with my outer biddy he tall for ads or special pror&bm. 7M Ckl�^a the p.m,,pma . eoau•ion will be restricted from tubmtaing further bide: tight Eoweeer so sward all or m7 sehdu r k of• Lid w Ib 3. A bidder is not Preq.4lied for the wOA or to the full lowest bidder at h..din edam. " caent ofaic bid, 14)3.1(1) Claim of Error 4. M uruau•ftanry prronanee retard exists Maud on A bidder who wish.w Wien error an"the Bid+bss, 'I past or:urrm Contracting Agnwy wark. been asserted sod abu@tea shall sublk a sotarierd afrdsek 5. There is .sampled work (Corseting Agency or signed by the Bidder, ampcie) be origwl work aw bes ryhetwiscj which migM hurler or prevent utc prompt aosd in We preprstion of art Bid,enlu.sing rertef Gem the completvon of the walk bid ups, r.pmibihti. o Award. The alrdssk sbaa dexriM the b The bidder,Gilal w emit bah for kbor or mauruG an spcifir error(s) and certify that the work sheers are tb+ pre ter curtest enntsw: originals used is Ih<pr.,- of the Bid. 7. Thc bidder has k1lad w mmpk me se a an Pu The afridsyk mA ark sbet shall be mbtakted W ea,m•a or his been mnviaed of•\rime wing from she Engineer before 5. P.m.ten the yea bunions day an. a previous public contra, Bid olam. or the claim will saes be mnnider be ed.T Eopstoes B 'Ibe bidd is O er NLY fta•n, cNIIY or rywr hcu m "via refww rise certified walk sbe ,to daeemiae Ne glidiry pa-forts are,wort. of the chimed error, and task, rerntamead-tioo w are Page-SP-7 _ Revisioo Dart: April 26. 1993 lv s-2155 1994 MIS. SSA R P'1 a= - Canstr.. Contract Dcc. 2+ e. i 1-04 Scope of the Work 144 Scope of the Work Comara,i,g Agency. If the Ceatrxth* Agewry concurs U the claim of meet the Bidder v W be reheard of respoaUdny. 144.2 Coordination of Conger Documents, Rare, and Ue Bid Deposit of the Bidder will he returned. $pa'ial Pre witiorm petifitltiorm,and TlefDid, no, At tj d., . of Me ad, or, the Agency, all Addenda Did, may be njrnnl or swan male m the nM Wweu responsible Bidder lyw compMc "mtrsd urclNo Nose Pant the .vootn" Wren,hidden compkW propoal form ..trod Ito ,comrs" pm. WMnrd r6CaWm, tWdaw A 1413.2 Award of l:Ontnet Pmvw alSt pWnt. addenda. v-mou- unificawn, and -fbmvm. mWIrarcntal agreements Nrmudy,contract award or bid re cotton well Or with. ehangr orders,and mub,urfA a Wrong In,(if any) 77ar PaN 43 cakeWsr day, after bid oprong. If on, Iowa, rapmunk compleremnt math olbr, or damrbng a nompka wort My bW&,and the Comracung Agency.gene,thu dadWu umy be requ arnent in ono Pan buWs a d me an al] pa ns na the <z,mWN. If Ncv canna sgra on an a,enawn by Our tncm 43 Conr sMll pmn wort v c any or ma,erwL ckaly unpLN u:ca1V War by dadWe.Ue Contracting Agency mend the nght tIw--Ml even rf the romnct Qw met mcnnnn A a ao it all. N--N Me cantnft Or the peal WwVt reappol,ble bidder The Any an-MW[My an the Ina of the Wntael .hall I Curtncong Agncy will nobly the ruccp,ful ImIde, or the soloed ty following Nu order rl Drnnoderce le g I p.,d,n, contra awanf m writing The eoatran,hood form,And Ad over:.3.a,3.6,and 7,2 pdaWmg over 3,a,3.6,aid 7,uW Other forot rerluiriaw a¢utWn, together with a lot of Ad so WM) Other form, or docomeats required to be submitted by Me 1. Addenda ucceasful bidder,will he forwarded m Ue rurca,rul bidder 2. Proposal Form wkbu 10 don of the,Med. The number of ropies to be g, Bpecul ProvYmlw - - rm,ted by Ue CooVMor shad he dnerminN bJ Me a. Connfct plan Contracting Agency, 3 1-03 $uppkmen0l Sperlfc,tna. The (.V,cting A ' 6 h<(bogro<r as prohibited by RCN 39.06.010 v wnderd Ram the orm rao Saadaed m, dra.g, from adoring • roptM wiM • [:o,Vaear wbo u oOt Or the .nuns pWna worWg downy,, And mendard regbtertd or licensed As required bJ the I,ws of for sots. In addition. the Contrwtng Agency requ'um n do door ligurdf durm.rona .lull take prnroperrce over rakd hmioa,wkh the Contrer rary m m,a drmeTh. i tog t possess•solid C.As 7Tw order of puW,ncc shall neat apply whro work u jtarOt R.M.tithe Di tme prior ri."ad,Pas t or br oleic pan of uu corxnct bur ammN from A mum N'hro the Bid Form pcorWa mpaa tut • Lana. Pan or pun c1 der.nuns The wort requnef m one Pan menu hone numbs,a N'mahngmo %twe Contranon ragktrarno be Nrnnhw even rf no:mom m nd an mAe,pan,or tie nomad. number,or brAb the Bidder shed inert much information in If ens pan of du cormacr ,ngmrp wort out don not the,Pally pne.Wed.lLe l'ooVeeting karory squire kgiAk roddrde a deacnpron fen Iww or work u to be performed, tie copies of tic Contactor', Regbuatnn end busing. dents, won dud be perfonnN an aaonlana wU mauled! trade be submersed to the Engineer a pan of Or Contraeting pnttkm,l For purprsea or dre wmn", . mendanl rode Agency'-pat-award ieformatiuo And aaluston rrtivnig. pndwe a ono having.mach reguWnty of ol, rv.na to,he trade at to lab.) an ezpesrmton dui A will be observed by me 1-04 Scope of the 1%ork Comrade,m domg the work In w, of any mnmguny or dispuU over mterp nor, U I, '� .."a. the Fngbwrr'A docu o, will be fiat a pro,ded m 1-0d.l Intent of Ilw Contract Saturn I of I 71r wen,or the worn" at to pdscribe a compkV wort 1-0i.5f 1I Polenlial Claire. llle Conttanor Mad provide sd Woo, mmtrnah. owl,. ngnrpeam, trvuponmwr, suppka, and U ,dea,uh dqum, U F-Run oa our pen of the Puhlk %o Uueetor ear he compkte ad cmmatt wort. Omiuiom from tic rentrad nI repmemative to disrover and roedeme Or reJ'r, Improper, delai-of wort:vetch ad nee,to arty our tic oft,of,he defduve or mferkr arrant Or wreriub.,h,tl not he rod VUN oorAnn. or which art euuo,anily performed. ,had not nlwve at an wreptame of .ray such work or malerisk,Or the pan tie Commmr hem perfomung dre rmiend work.but they shall of the impronmrn,In wblrh the amen ens, have Lyra used. her performed ma if fully and wnvWy me fen,,and dosenbed ro To Prevent"Parana And Ibm*%on,k k farther agreed be the the.."t o 7Lc umt contact bid pew dud be fuu pay for atl W rim bereto Ihal Me p0h, wort dirdoor or hn l work am nu aeub requirtd to compka Ue wont reprmtentso,abed determine We gnaWtJ and quaWv of the the Contractor avid include all coats of domg the work -anal kinds of work roMrared a theme improvement. Ile j wthm the m.it bid pnCta If the contact plan., nomnct shad dread,Ad qugtna reWtive m the aocLuam of the work Provo,...,addends,or Any Wier Pan of the contras dq.ue. sod the nlerpreemnt,of Ue plan and spolfcatiow woA Out has no wen Into,to the proposal form.the roe of much Id4.5M Applicable low mart Year. winA-hall be incidrntl and included wiUn the man bid Inure.to tie wnuatt. 7Lr sane of Any an ,lad be n King Court,, .. N'mahugloo. and W the routractpr b a men-mident of Ue Frrge-SP-g Revision Date: Apnl 26, IM J ,u t 1-0S Crmval of W06 IDS Camud d Wttek Sou of W ub a aft be(-,bedid{..0 u.Real P.abom the amn 0,tlhe PmPOW fnnm only to••eovtda.ommun btu for RrvRey may M aerrd,Nfnn tommeatkhR work under the bidden enauat 144.11 Final Cleanup ' 1-04.6 Increased or Derreaud 1 u-6hea TN Contractor "U perfotm hn ; ckanup u Provided m w not P.,ment to the Conuarto,+ill be oude pole for the attwdl1 stab -0u E rlgp�unW thu done Eng.rhtRhwr �� 'umhtw:a of wah pertormed ad u'ccPt°'f m oontornuat w, and tN Cnntnetol thhe norm Wbn the ao-Pted 4uantain of wort"'from 1be right of w.y. thel<'Or -bah and W pu reantabk The ongwl bW 9wntama,paymrnt wdl be 11 the IA.."ad Pnca ocevrned th do the Woh.bah:be kd neat ad p k� for '<pxod`wh urdw de,toW quonuty of any mnuW aeon. l'onlnnor 1NY i 1 Ramve .11 rubbuh, auxplw mltttu4, duuNW wag the ottguvl bed'uanWr,mcreaaa or dareaaes by moo rneurub. bb<wort. oaw Ndd-sl rempon,y than 25 pere<nr InthY cis.nut Mn of this trheiNa or darease atrtettwa.-qnwenn tat.ad debris.and arvedmg:S percnt will be djuaeed u foYuw. Deposit u anbaoko n or renu•< boon the Penjen' I l ani Q-n aY umeeded, oventud mcb left from grad-9 &ther pan,to be mntrae Will be nutlet to n e Iw. k e'utabk Wluatrrtent for that Nruon ar thhc actual aAGlul g e mat,,ul u noted na tbe plans and taken 'worn, m e.tta. c' 123 percent of the Oro Ad J. 4 _ 'uanup e.cRu a hon11W m .uhpp anaph ) m thi. do,111 n ob< arefullf the a absRed and deli<ered to the City aatmn shops. Aar cant iorn...d u sahaRutR .ad deb"VIR loch Dewraaand Qwntlhe: EMer pang u the comnct wul tK notld anaemx sN0 be w be nn'd ivtulntal to the prglrt .tad an.h r'mubk adywtmenl d 1hr woal '•wary of Work tomprvxstioo ul w N male p<tlommd a lta.than ]) Percent of thr ongwl xW mguWary, or _ 'wmay ea W a, baud m aubpang.ph 1 a Nu Pule uRn.untlnxudu E.g.,1pprtrva�rn aeavon. ). Adlun.am Loma rn< egO,mbk Wluument for au"I'd or IAc Control of Work damaad'wnUta,'v LU be de"un umd m arcmd.ner nvh$atenn IO9.4 twor a$united by the IolMwmg 1-05.1 Auawrily of dot F.I(gilllef p ruwna. .. Na P•Ymnt for Iota of amicep.md Pnofu will M TN Fnguear ah.Y be wafad that.E U. uoh u beuR .B.­red baaue of any daraae boon un dune to aroord.ae with the Mqutmava of tM mntnct. The euionated 4wntuw adwn u the pmpvul form. contract and apecdfkAbuns pvc to Eogawer a k-my ova the sows pmwnna,and mrane Pl uv.rk Whnev<r a u an peovidcd m this uo u .Ihr daumn of b For dee ea ml'w.t/kn the botal Payment for thr Enpnar aNY be foul Fnu d- ,bou,, em out d an+can ..l aeon wig be L.Rod b a,, more than ly u bmnght vme.the tune alto e It tbu mouse rh.11mtp q the perrNt of the moxat wpwYl bid for th< E„Rucer'.dc,.lm Nat loam.abaft be subpct to the nape of item. hudual nvKw Pro.ded m adch coca under Wuhmpon taae ke �ReuYTI'•♦ The EnRtnar'. daueum Will be fwl on all quata.m e NO Nyon<nt +tall be made for e.todd or sic fudmg.bon not hmnW m,ths fou..g u "Innd boar ofhc< overltud and frld I Q bra and acupab"y of nutemis and heck, o.crbead aapcnaa to the e.tn1 that then ban _ Meauremrnr of net Pr We Woh. obaWwd atfocsuo.of sah capon..nxmg thr Acccptabthtr of taw of Pmpw on tM wh. oonuecl bid a<ms ♦ Intelreuan of Pbna and apeotfratmna. d No Payment (or mao4ueuul damage' ell be y Deermnnauon u On the nuaMenIt vl dunRd or .IMwed boaua of any varunce m'unbteca from differaeg We rotdwoe thou on'wY, ahnwn m We p".1 form. 6 Fulf nwra of the ooMnct oy the Contramnr• mnuae pmvumu..0 molraot Puns y Nvmnu under the anion uhclda9 nq."bk < No Wjuemhmt m the nut non"x Priaa Will N „ �n1, I nude(tar my aeon unless the meraa<or dan..c b 6upaamn011 of Work. a q�nut,m.h.m a odaOV of$10.000 ar moo 9 Termtneno of the <onuacl Mr def.uh or public u ntuwrd by Our o.S=l brd II.L.and on,, coon cnar'el Putt.for the neon 10 D,,e mmatun a to *en-.11 unnortabk day.. WNn ordered by the En{mar.Nc Contractor'ball Procee.l and With the Work Fndhns ""OuxuI of the m., or ume 11 Appmv.l of Working dtawmgs ad).,mat for the ehansr Tba Pm n lect Enamcer praena 0, Eoguaer an tha Th. Coeancung AS—Y wtl not Wlun for ineraau or p-1- unth hdl.udwruy th enfone mntr ngw d ro nnu a daraas if the Contra m ctog Agency ba.entered the aount for Page-SP-9 Rewmon Date. April 26. 1993 A 1-05 Central of Work 1-05 Control of Work f my out the Engineer.orders If the Coettr e.,fads to.pond Cente.ctor meU bear all rrak end W ooam of any work data,. f. ' promptly to the eegwnmeeu of the mrsr.n or omen from the rowed by rmnappmval of theel dnwunga or PW. Env.' n Una bid peo shell rover Allcoin,of working dewinp I the Prolm Engma, may use Contnnmg Agency • oneuree. note, .erectors, or other naen. to1-05.5 It M Sasee,ing _ aommpluh the A.ad Ter ContraContractingwill testecg Agency not be obligated to Pay 1-05.51() (:eneTtl the Contester, area weal deduct from three Conmctor'. p.ymante my row that took when my other mum The Engineer will Peu.id,rea truetbe slake sad mark, art uted m arty net the mama equucmcnts or eVblibing Fret,liners,and glade u stipulated in%etiam Eaguaer'.order. 1-05.5p1 and t-05.5Q1. The Cooerermr shall .owe feu At the Contractor'.dsk,the Prole.Enpnar may...peed Mpootibility for droailed dimeesiom. Nnattom. .ad all of pan of the work if nru.seion sbpe eareaured from their FnXinrer furaithed The[anmcmr late o fulfill comer trim., mum stake end merl, out the Enguuer'. Orden. or to Marra t unmfe tl:Controller.h.0 pro.ide a work the wbkh ban been conditions of any nature, Prepared to puma mmfriKlbe making to proceed la s safe The..ether or ather coditom en...unsbW ter red nrderlJ manner.Ile Coa:reru,r shag keep the Engineer, 3 It u in ebe public unere, wroinned of atakiog requu<me.ts led pro.ide m In,, le Nothing to thoe Spoifiutwio o,in the mnma requul, h un notice to All..the!bitterer adequate time for Ming the Engu.a,to provide din Contractor with do,nown or advice stakes. on how to do the work If the Engueer approve or rcnmmmJ, husk., m.rk,, end other reference points, bcludina any inahod or manner for doing the woh or pmdusmg eutug ....entatinn, ad It, Coau irting Agency fore. noorrvh.the approval or remmmcndstton ahau no,. sha0 be unfullv preser,ed It, the Ciu rannc The 1. Curate, that following the ned" or manner wall Convector will be ehargr• 'Or the reefs of reylaciag stakes, ..h to mmphance wed thr mntraa. markers rod monumecmoo- that were and to be dumrbd y 2 Relieve the Common'of any o k.or obhgnbn.udcr but were d.w,ed or damy{d by d l ('ootrscmr', e ^fit the comma,or operstin_s.Tl's eherge will he dedurted flow nnaie due or 3 Create any Cont nttmg Agency Wbiltp to•..mine due to the(bmraloor. Any rleiet by the COarKtar for.area mmprmstion by 1453 Plan and Working Drawing, roan of aaeatinm or remmtrottiro work .Urgdl,doe m error b the Engineer', her and glade. will on, be allowed TM .meet plant are defmd to Smton 1,01.3 Any uoba the original control points .d by the Eagieaer still Pmpoad aheraw..by We C.nmaar sffw-r,the rr,.u,o,rev r,6t,or .plea other utufecmry, .•rhnmatlaeieg nidee,e m and mforromen to arc contra Plan--hall be in wrung.nd o,11 Poole the error is furand ed the Engineer. Thrs enmautire y requuc approval of the Engmccr povu ad on line or p.de.ball he the.urine. ,.*.0 used To deed and ia..mtr the A. he Engmar ma, Ibmoh m dderm utio in,any varo flow a arsigbt line or gredr. An, tothe Coomaor add.'-uroil Plan, end explanation, mmrsant such ysrtsti.n shall, upon deco,,, be reported m the with the ong.1 plan, The Contn de,.hall peffo,m the wnh Entaineer. 1.the absentee of such repart the Coatracvr nh.0 anearderg to than mdo,­1 prom ad rVima wn, be kabk for act,error at alignment or gred,. The CO.naor shall.ubmn supplennnml workurg doi t ,, The Contractmh shall Stolid,all hulls required Other a required for the Perfomranee of the wnh The do.,..hall than thu.e to be performed by the Engineer. be m sheen,ma.unng is-by-D6 22 by 34.clues or on thou TLe Contrsrmr'. m,,vor shell be. &,wed .uneyar wah dimen...b muhtpkw of g-Ir by I 1 inches The dewing. or Icemd mgierer in the 5rer, of W'ashiogane The dell be provdd far enough to edvancc of rainI road mallow Contrectmr shall keep updated sung fnld notint in a br t.e rev¢ Peweesl by the Conmcong Agency or other standard fwld book and m a formal ant by the Engineer agn.caa Tus nary bvoly,.cban oth b,.w of revesone or Iles,field not.fbad oiled,all sun,work performed h, "I'd— Ueda.-the—..tad o the mnmct,till Engineer the CaatrartrO, ,ur„or b intahlnbmg bar, grade and will onf u,up to 30 ealrrder day.from the date the.ubmroab abpes for the mmtrurti. w,.rk. Copi.of th.,field vn o,rw.Mrpal.art rasWed usew they see.ctn to to Coa,nct;o sbell b, provided the Engineer come requet sad upon lhu umc will i.elbw if en[dnwinp aubmrttd do not wee the rompMbn of the romreet wink the field book or books,hall mensal•'e9vu•+•,aes o:m.in wuR<wn do,o, be.abmkred an the F.gie,er and bevm,the,report,of the If Mann then 30 abdar bey. are required h: _he Contracting Amatory, Eng.,'.review of.nay ueaivtdu.l eubmdtal or.ubmnnal, u If the sun,work plo,ided by the Contredor door not mall"of tine wth be mnadered to mood.wed Sacoor aned the at odard. of the E.g.., then the Convactur I m s shall, upon the Engineer's written request, remove the Ts Contractor shall.bum the Engineer'.written approval Inddidual or iodirldu.b doing the run„ work and the of the dnwinp befote promedwg with the wore they repent aunty work wit be Completed by the F.egmter at the .. Thu approval.hall neither mnfe upon the Conmautg Agana, Contrumr's expense. Coe for ro npleting the tune, work m•relieve the Coveraanr of any.y..n.ihnbty for the accunrs required h,the Ena',eer wdl be deducted from wont. due yp{ Of the dnwep o, then, mnformny wth din ounmin. the oe to become due the, .ovacmr. Ikrl Page-3P 10 Revmoa Date,-. April 26, 1993 f� v i I-tl5 Control of Work 1-05 Control of Work An cab for sure• work required to be performed Ar %wh agtoo. An survey work shin be do" I, accordance the Contractor shall be included in the prices bid for We with The Cay of Renton SURVEYING STANDARDS. The •minus Gems which mmprio,the improvement Contractor shall provide all those types of surv"WA a ideoUfied I. We Soul 1'rorwious or enumerated in We 105.5(2) Roidwa"v and Utility Surveys schedule of prices ngin . the Ers shall fuaub to the Co.treetor one time holy all prircipd lines, {odes, and measurements the 1-05.5(5) Contactor Pro, ded As-Bill F.agimer dorms weesury for compNio.of the N'ork, Ib it Information shelf generally consist of one initial Its of- It shag be We comrecton responsibility to record the 1. Slope stakes for ssabl'sshiat grsdixg„ beam., by .mserlioe station, offset, end depth below 2. Curb grade slakes, pavement,of an misting nti;u"urco•rsa;or croued during J. Centerlior finish grade stakes for pietmeat section his work Is covered nude,this project, wider the.2_c(eel,and It shall be, We rnntrac v-t resp.aibJay to have be, a. lBfus points to establish line and grade for surveyor beet by centerline static, offset aad elevation, uodergrou.d ntiftir, such as watt, s M. sod each major item of work done undo that comract. ktojoe storm draw. Items of work%ball be defused to include the following arms: Do alley construction pmjsu with minor grade changer, ktauboks,Catch bases and takes, Vales, rstic.1 the Ens imte shall provide offset but.on one side of the site, sad Ilorimnbl Reads,Junctiu.host,Clem o.b,Side to establish We. S.mem sad grade.Alleys with major god Sewers. SUM i4ma d Standards, Bydrsnts, Major ehaoga shall be%lope nuked to Mahmh grade before offs,, Changes in Iby{n (;rade, Ysuks, Culverts, Signal hubs are sit. Polls,Electrical Cabirers, After We companion rr the work covered by Ihs 145.50) Bridge and Structure Sturveys motract the contractors surveyor shall provide to We City Ear sU srurtunl vurk such as bridges sad retaoog the hard covered field d„rt(s) containing the u-buik .sits walls. the Contractor than retain a a part of Contractor and one see of white pri er of the project dnwiagr upon urganiratmis an experienced seem of star-ryon under direct wb.b he has plobed We notes of the contractor bating In pervity of a licensed surveyor. The Contrsertor shall muting utilities, and one set or wbae prints of the project muc ee Wa equbed Deal measurements and location,msbh clawing,; upon which he loss plotted the ss-bulk location of and fulfil We intended plan dimeaioa.The Contractor than We new work ar be recorded to the Deb boukis). "is provide all surveys requutd tr complete the structure,except drawing stall bear the:urveyon Inn a:d signature certifying ! the following primary survey control which will be provided It's asunc,. be the Eagmeer: 1. Cmurkne or offsets to eemsha,of the structure 1-05-8 7ramsrt Contraetisce Age,y's Right to Cornet 2. Stations of abuwrou and pier mcerllu. Defective and IlnauWurirad Work J. A sufficient .umLer of bench marks for inch to ea:bk We Contractor to a1 grades ar rmomaAly If the Contractor (sib to remedy defemi,r or shun distant. u.suthomiald work wisbi. the door speriti d so s wv' a, Mooumtuts sad control points as be. an the 00(k,from the Engineer,or fide to mu rm soy psrt of We Drawing, Work requred by the Contract Documents, We Ena;aM he Contr.mo Wall establish sU ,.ado , surrey me% correct and re nedv swh work as may he idmtifrd in co.bob.both boruonW and vertical,as emssar: to Issuer the written nowe with Coutrarnag Agency fora%or by such P.P. placement of an projct tlrmeeb hue l on the Other mean at We Contracting Agency may deem nseasse, primary ec•atrol points provided fir We Engineer. An sun.• If the Costtnctur faith to versatile with s wrItsm order to work shall be door in aacordaore with Sectors 1-11 remedy what We Engussee desa-mios to be an emergency SURVEYING STANDARDSofthem,perifcaton situation, the Engoer me, base the defects., aad Inuring the progress of the Work, the Comrs~ shall unauthorizd Work mrrreted anmedist4•,bare the ryveled make seeilable W the Engines all field busks including Norte rtma•ed and replaced,or have Work the Cootracbr r survey iofma,mice, fisting t4ntioa, cross sections and tern.to perform completed by nog Contracting An,,me qumm4is. Othn forts. Ao eme"micy saualioo I. nor sku.dan which, 11, Comracmr shs-1 be font raspo.sibk for We close in the opinion or the Engoem,.delay I.is remedy could be coordination of field breti m aad meesummcoa with potratia Uy aware, or . ytht cause serious rut or has it, Appropriate due... of abmsurd sseshen beat,, damage to the public. fabricated. Direct or iod'ust apse incurred by We Coobnctiag 1-0S.S(71 Contractor Supplied Surve,ing AA.y attributable to corracting and ,vh dYL R defective or unauthorized TA A, or Koh the Comrrhx failed or Wins the roots. provid. Witt We Contractor than refined to perform,.-II lie paid by the Csomeacmr.Payment supply the survey ork required for We project the will be deducted be the Engineer from main dur, or to (botractor than Maio u a part of We Contractor become due, the Connector. Such direct and iodiretl coo, (lrgailLatlon an experiemed team of auneyom hater the than include in particular, but without limitation direct supervision of a surveyor lireapl by the Stale or comprnatlon to. sddite ..I profssbnd services required, P.gr-.SP-11 k.-awun D.1c April 26, 100 1 1-05 Control of Work 1-05 Control of Work - and torts for npa'v and replacement of work of others for the Wort 'rbob an forpui [nteract is entered lam for destroyed or damaged by osernLLsn, removd, or such materials. repla,,, nt of ale (:navacur's b.tubarired work hlo eateasmn of time or:ompenutne will be allowed Iwrour of 1-05.11 Final lnspertton the debt) in the perfm'mauce of the Work attributable to -. extreme c'the Contr"tinR Agency's rigbu Ismelded beetie. �.,�aM-eX The rights nrscled under,the provisions of this section 44w we abaU ink diminish the Ccswr.-C.,;Agrae7's ability In pursue any tkbn nosut for addiloull rcnM) or dsmago' with pp r,pm to the Co°VMar'r failun to Perform the Wort u C I required. 1-05.11(1) Substantial Crmplrtioa Dam Ile When the Contractor mmidm the entire Wort read) 1-05.10 Gtta t(n for its intended It the ContrYmY shah Doti()the E° iseer In writing that the more Work 1. subrlludil romPletr —o. (eacept for such keens m are synifko07 toad M the CO.VKIor u inmmpMe) end esquerl the En9m,er u ere�neiei°n-""µ To establish s Substantial f:ompkUov Dow The Enllivter w01 1 I ilawt+°d'mrtlro<°n°I^`s^^'�f�9n1°er ached, a° inspectov of the Work with the Coverarenr m 145.10111 General Gturanty and Warrantydetermine the mtu,of rompleslon. If. Mn this tupectio.. It, Engineer mmun wills the f 71, Contractor thou furnish to the Engineer All lee and ready guarantee or warranty fDralbed as a wand trade practiceCuevacmr that the Work isn,MtaDlell errkrm nmYe to the :a .b"artion with the punbase by the contractor or a for its intended ut, the Engum, by .eam,utelor, of am equipment, salmub. or keens Covt•acwr,will sec Me Subtantal C—Pktion Dot'.'C•.fear - Work. this hop"au, the E°giaer n don s mld sot me the ymrpon•ed in of 1:within ove rrar after be Acceptant,Date of the Work utv,ov�o07 mmpMe and ready for its intended out, ' by the Coeaectiag Agenty,defective and uanrtboriesd Work Enguver will. by wrWen no edwt, w tify mt Coe ractor k discovered, the Contractor stall promptly, upon weinen giving the reasons therefor, ceder b)the Contracting Agency, return and iv amo,d.are Upon rve6pt of v rktm nutlet Contorting,its or denying with c r Engineer's insuuctioes,either a--run such Work,or mbsuntbtl mmP °• wbkhnn Y aPplYauk, the if curb Work het sweet te,,cted by the Eaginetr, remo'r itu Coatraee .ball pursue 'igummb w• diligently and wk. ul (min the "Pet Site and r Vj.. k wish °o°drfrv'"ur and unauthorized .nlnruptioo, the Wort nerasan toreach an thut meat W the Coovact mIf ing Agr7. Subra°WI or Actual s'b.pktil-. The k:agineT will ram If the Contactor don out pmmPuly mmpl'with the written schedule foot invprr6-ts until the natureWork.ire llu mg nth. oedn to revive defm oe ti'e and unoutbued Work,or J to cleanup and such tours Work u my ,,,,tolls,the Co°vactint Agent) rerener the right she Englveer, bu been mmPkUd by the f:oevntmr. The 7 Is... defnlive and u..ut:-oriard Work ronrct,d or fwmtraetor sWO pen'idt the Engineer it rexh revised vehedus' S removed and rtp; ed Pummel th Scalise 1.05.8 "fA and indicating wbm the work to eslar7 Rigby to Coervat Defective sad Unauthorised Wort." Compktino or Actual G1mpletiD°• wuibner Y tppOcabk. Tbr Contrecur agues the above our year limitation shall will be finished. not eselude or diminish the Contracting Ageacy's rigbts .05.11(2) Fine lmoeetion Dale and, by kw to obtain"no'gm cod rawer eats rerukmg Wbm the Cootraelo'romidm the Wort mmpiete and from defective and n.utborued work d'ncatered 'It"one ready for fTml lmPeetuv,the Contractor be Written Nolte. year but prior In the a ysu&rYn of the Wool time period see sW0 rtyums tl•e Eaginen m schedule•foul insparaon. The foul Y be fi d.l6.11a, Oinking boy,1 d .1n's • mnvtcl a E i ove will 16 o date fur Fool lupectmn. The Engineer wrYrag• m WDilk' apmsed ar implied uuiea out of . .d th,Contractor wi0 then make a Final lmpertkt°and the written agreement. Eaginm will emsfr the Contractile W wrkW& of all I-05.10(21 W'arrant7 of Title pncutan in r the Fuul lupet. meal she $ha The kJsuaffbr sba0 wamws ork grind tick m aO materbtb, insmodwe, or u°h m1orti Too m yet, st shall sopPlirs, and equipmml purtbued for, or lworponad a immedtaa:7 take.nth mrr,ctiin minus a err hall b the Nor\. yMukiag mou{ved in thin psragnpb, bwever, to remedy the listed defcimrin. (:orraceive .,ork sW0 be .^ .lull defer ar Yupa'v the right of persons furalbing pursued r¢orouly,dilylostly,and wYhom ivlerruptinD until akn ,ai,oe kb°e,en run ver ander toy bond altos be the completion. Contractor for their pemaetka,or any rights under any law it olio°to mnaa't def'ckncier I, one initiated wnbu ' finting the pnolluing such persons to look m funds due the C:oavocur den after receipt of the WroNs Wraritt<een Ne�e to the I,the Wads of the Co°tratting Agency. defecimdm, the Engineer eta), op° 7be provisions of this parsgrapb shall be inverted in all Contrrtor, take whttner step are — she re mrrM ubmovwv and materul mevntts, and bo,ir. or its daunt defuieocin. Sorb .eq" ., d loud,,tha�r^rs ;1Oou^e pm'li°m rWO be given m all persons furalbut materbtl defects by Covvacting Agent, Page-SP-12 a R"Isubs Dam..Apvl 26. 1%3 L_ � 1-05 Con"of Work 1-05 Control of Work use,the divert and indirect costs incurred by the Utsurartiog pI up dispose, of a .0, eat a Agency shall be deducted from mows due or bentmiog due the CoMesrtas.Surb tadvrct or dvert east, shall include m roew rvrka-nararv✓- particular, but without limitation on, comproomain for A CertifcaV of Completion for the Work submitted by additional profestial servo required in sent of repair and the Eagieer and approved by the Cootrm--tiry Agency chat replacement of the seork or others which is destroyed or constitute Final Aeceptanee of the Work. Final Arteltance damaged by correction, removal, or replacement of the shall not Mostilute acceptance of any unauthorized or Contractor's defri rou work. defective work or material. The CooVanor will tar be allowed an euten i, of Contract Time bsawe of a delay in the performance of the 1-05.13 Supenntendesks,Irbtu,and Fquipmenl of Work attributable m the exercise of the Contracting Agency's C_ontructor rights bereuods. Upon correrlion of W' defrie sei s, the Engineer will At all tune,me Cunt--actor shall keep at die work site a act notify the Contractor tad the Cmaraating Agency,no writing. of tor.plans,spec,futint,speelal pmvument.and addend\.The of the date upon which the Work was umidead enmplete. Contractor shall devour the anenoon requited to make reasonable Progress an the work and shall cooperate fully with the Engnseer 1-0S.11(3) Operatiorial Testing ad re pecmn. II is the iteet of the Ctiotrrting Agency in haze at final Either the Contractor m person or an aumontad aeeptarer a complete and operable system. Therefore be. repreenia ive shall remain on site wheacver the work is the Work involves tl.e installation of m\cbiam or other underway.Before the work begins,the Contrarmr shall name in merhaoical equipment: sVetl lighting, electrical distribution writing an caperieno eel superintendent who undentads the o. signal systems,buildings,or other similar work it may bt contract and is able to aupervse We work. Thu.uperuivadem: dnirshke for the FASimier to have the .: -!racmr operate and shall have lull semen,In raP.,send ad for the Contractor out the Work In. s ierk.'of rime d• ''gnat inspection but Any super nik W m who repenedly ids eo follow the Engmcer's Prix In srrrptsawr.W'hr----lee t .o'. an.✓teed to the woven or oral order,directions,inrucitom,or desenaustios, Comrad Pro.k w.or q-eatmsko'h.ti!q they shall be fully shall be P bjoct m reasons) from the profit. Upon me written toted under oprimki, condition. tar the time period recurs,of the Engineer,the Contractor*hat immtdourly runic specified to ensure their acceptability prior an final su,h.uperv.ntdenr and rums a rcplacsrrtrnt in wring. arc".,. During and following the Ist period, the Campelerlt surs,nuen czleseacod in We task being Comrsemr shall urrs, Any mess of workmanshir, performed shed continuo.,:, mersec the cease.work At the matreiah,or equipment which Prows faulty,or that are out Ecgmeerb written request, the Comracmr shall tmmedumly i first class uPmtiry coedtioa. Equipment' electrk.1 re.." and replace any mcampsem carelsa or negkgent watrots,moss,or other deales and tquipmeol Is be Wtd employe during this psi d,shall be told us of the obaervstion of Nontnmpluncc with tar Engincre.vequet to rensove and the Engineer, w that the Engineer may determine their replace Personnel at any level shall be ground. for Vrmtroaung .suability for the purpose for wbich they were installed. the asntnct under Or terra,of Senora I-OCIO The roses for power,gas, labor,material,supplies,and The Contractor soul: keep all machinery and c,i ipmem la everything else ceded m lortei fully complete ow io..I good, workable condition It shall be adequate for o purpan Wu .,, all he included in the various mutrnrt pries related and osed by¢ompetcnt.Demon to the .nten being Wtd, unk., a,erifrdv sot forth The Engineer will rate the Contactor'. perfurnomi,e and aherwise la at Bid Form. norm complunuc in mac categories. Operdioal and east periods, when required by the I Pmgrcrs of Work. Engineer, that not aRert a mrraufad."r's &.mots" or - Qcuhty of wort, warranties furoishd under the terms of tar CmVad 3 Egmpment, a Admmutratiory MuugermoUSupervuion,and 1-05.12 Fiscal Acceptance 5 Conrdirubon and Control of Subs mit acmn Whenever the Contracting Agency • letas the 'rtT°riortw - � Comrade,'. ppualiftatton pursuant to Sstime 142.1, tw raw......—Fr� Cootractig Ageary will take thse perforsanoer w ', ARM ;H 049,a a aske M say en n.taw aoeount sarc,e'L. 1-05.16 WaW and Powtr an h 9, if. imw be Cua earmr.hail make statesman,srraog,amu,and glee-r...Naetae-dace- shall hear the ecou for power sad water na.,, for be mat- perfurmamre.l the Work. eameeee Page-SP-13 Revision Dam: April 26. Iqc A Q� 1-06 CoaUUI of Afaleri:d 1-074941 Re4i and R.aporaibilitis to the Public 1-05.17 achON. that rcgu6uon. roqunc the Coto,., b rKUfy 0K lhrJ Agrt. , or mwrot Mhu Sofa Nu oral y � HnM subdtxrwt le, f(3 of oe Vr"of or movr ifti,A with .ay oRKtt, Project befort k begNs. (:)of the sUrUng d.U, srd(J)of tM•gent,or®Pblt<of the(gOvactttrg AReor1.ekber before nmpta1On QAK. or AM aerutloe of the motrAa,shall•frm or modify a., WOO"` wurP6g d.e x.homy of other Ageacio Nc of the tams or obl*4tiow matained io...of tbt dormm�b Contracting Agaxy will moperue with!been N their eflitm b mmprU6g the verult.Such nnl igreemevt Oe mdor,,w a mfoo a legal requirtmaN. On rmtkmg uy vn6tnn of a kpi,ball be Mwidered w uooRK61 6brmAtioo Aod 6 0o bey rty°vancnt,the Engo,m will bind' b,ch:eve velunU mm °OUfY the Cantraaoy 6•"effax tog upon the ...tncti.R Agency, t olms subsequently ry Pli•nce. The P tginnrr rN Also PO&Y Pot io'id", the ,geney ropomibk for "I.—oitot if the Engineer death that croon ncceury N .thK a mmpli,nce with legal 1-06 Control of Material °g"°em°"° The Er,vim, wdl also help be Sy y obUln CO.".., compWrKe to Lite extent.wh help n mw6tem wM the POvu.ons of the wntnot 1-06.2(2) Stabs"Etaluation of Mat iah for Ch•°ges 6 t.•ws The COmnain A adjwt"i"It't t" r ge y will mot AaepWlce mmp,nuu the Conotiml for ch,ogo 6 UNLESS STATED OTHERWISE IN THE SPECIAL leg-' Mquovolut unto, thou clause .n .pea.U, PROVISIONS SIATISTICAL EVALUATION WILL NOT �1° NC —I- Of RCW J9.Os.120. For than RE USED BY THE CITY OF RENTON. RCW J9.0r.120, the Contra to .k drt Cmunctor ea^r v Peck will eovww c b y negowtw than other Ae ea roe.ded m 1-06.5 Foragn-Mark Materials Sceuon l-oa.°. P A Cbroges io Tacn. Under serum mnd.w., be After wmplumg work Out Ncludu mort Nan S2.500.1 l Contracting Agency will Adjust woM of brtign made oo,wn.h, thr.Contnaor sh.11 peep,re. Ue change Fin!,lb, ,h,n aYmtm t°cIt'd re fen PetiGcd suument to ..Ply Bn shall 6volvc(We, o-rYU PY with Chapter J9.25 RCW. Thu we on m.umU used to or coioumw for the pmje,t sutemmt mun a foxh the mitre aw source of the ,O,wrou. Sannd.the than T, GOFdsiw Yo shall uw..i.•e or decroAu Cor.tr•aor- �id axes by n rc Duo S100 For ,Poo m the or stop ntntt. the ux clause max ocur ader the bid opening Th title. For M9016UJ oontnw or seem. m • mppl<menulAiry e Contnaor shW go, . mpy of the natement to he Arramrnt. Nc W chanK take lace ,der eft mun p ITT ^8V1GCr. ,xamton dnc or Nc mmna or.gtoeo,nt. W'unm Noe . .. t-07 mrWiwo. JK Cormsaing Agency will ad,ok mmpeNation Legal Relaliens and Res by the aawt do16r amOunU of McMi.e or des the Public Pn�lbilities to by ate ux change ro.e e.n,w Bar If the EnrPlr requ,.0 a. the Conmmr shall comfy to s w 1-11 thx the mmna Poo,don ram.,we soy extra•mount 1-07.1 Laws to be Obey d to miter. P ..ibk chugs N tua. The Contra Me Age.ey 1 m.y Awtt 0.e recurtit of the Contnaor u prov" m Secaon The Contnaor dull dwp comply with dl Uw., 1�12, m verify soy "itm "r wmPmnhon blame of omlNNe,And rcguktiow-Federal.Sure,"lout-th.t.(fora changee m hw.or axes work are, it t,C. The Contractor shall 6demoifY Aod to wen of m°llit bscween difftteni ufa Meer b•rmku Ne Coe aRKm, sod .m b b.ai^t AarorY ft°eludiag.oY Ageou, me more str6gent regu6tbn sW0• Ir. 7 regu6tiow, P leesl •g•iwt ao The W PP bttawr be Coo y e6imy that auy arhe sr biogbn Stile D"ttment of 4bor and tractor(or goy empbyee of the Cootraaor or lodwtries ,bW be Ne -le and P•nmouw •driinute.6l ,uhmntruror, or m•teriAlmanl eb6Ud • AI ageay MPowible for Ne•dm6h rNuUemeoe theW'wbiagmn IodmtriAl cafa.tnUP.of we pmrbiow o: (WTSHA h •od NnM Aa of ton i y The(.00UMOr sh.a m.6u6 to the pmjea Site of ire or Aber well koowo DI.,, it Ne Project Site. AU arlirks 1 I Thc Comra for ah.0 b.b aanury for Pmeidiog first aid to Ne injured. The t warken anJ.heft comply powibk for the afay of hwRmr COarKbf h sut esublhh, Publoh, gad ak, known b➢Y wM ufay,w heats sWd.m.rush emPbyem,procedure for ewurieg immed'uu Premor�l two W C, Sund.Sit for ConsUuction Work (Chapter 296155 hnPioJ,or doctor'.cam. WACi. General Sak.y And hobh Sundard. (CW m3Y hate been' pttww,including em WAC), Gencml Occup,..Nl HaM per 2962. .gjurad ao Me Projm She. EmpbYrm should WAC, sUod,rd (Chapter 2%62 001 be Per titled b work on the pmjttt Site before he j I and any other appmpmk ufay sod hots oodn. Cootraebe to mub6b U$ Mme Sa(ay And ref.nd made koowo p,rdum for when he Hehh Adm. ,,ebo^ ,I. Apply reuxbal of h{jured pertrow:o•bnph•t or•dOctor's care. Frojat include pit or gwrry oprmoons. Among other P.ge-SP-I! I! Revo,00 Dtle'April 26. IM ;1 147 Legal Rdatiau and Rcspomihilities to the Public 1-07Leg J Refatlae and Respotmibilitin to the Public r ' The CvWIAetoe shall bare sole respomffida, for the safety, e=acy, and Adequacy of the Conlsactor's plan,, epNy-fdeuprnxrer_ a aDD000tn. wd melbods, and for nay damage or injurJ 'J roultiog from u.failure,or Improper maintenance,use,or )' opn,liov. The (:antranor soon be wkly Aad completely f �-mvattl0^�^s'^^he r (" ropomrbk for We.nd'uiom of We P.1M Sit<. Indudag } 1 safety,for all pe as and peopeety in the perfoemao,e of We } �w1°ese` _Eeemdake i work. This requken.l soon appal or.oawaii ,and not be gained to ooemal working boon. The required or implied I of the Engines to mcdurt mvrUuelioo rcriew of the duty � - CovtracUr's pedormaoce does ml, sod than not, be intended w ioelude ,6M and alpuacy of W U e(:ovsrurr'e safety.mores a,on,or am the P ajent Site, 147.2(2) Sine Sales Tu-Rule 111 t-%4btwee 6uu.and as related � 1-0'/.2 Stair Sales Teats(APKA only) µAC AS9-24171,and oo relatd auks,apply to bulldog, 1 I re"iriog,or imP-1mg sUMs,enaeis'ec.,wbkh an owo<d I I yw b) a muvkiyl corporation, or political subdi<eoo of the 1 rule,or by We United Sulu,and wbkh are used prima61) for roc:or reheular trsffc. Thin eo,lod.storm or combined i sewer systems wnha and included at,part of We sweet oe iµ, dJsp't"T'•'earx -dre road drainage system sod lower lion wb.such are Part of the roadway Ggbtlog system. For work pedormd a ouch Fb.-f+nvreeewrarowr.4'....'e-Owcases, the l:unU,cur shall include µasbi gtov State Recall dnir- -get<n--ervu<t _ Sale tarn in We tarioco unit Rid Item price, or coon' r yye.r contract am wets, including W,se Wt the Contractor pays (;4RraaaeaeePFer on the purcoose of mannish.equip..,,or oppli a ur"d or Wig. ere)-wiyps-Ue-eeh+nd-rer«'^r6< mutuned it doing We work. evW-e1<I,e emu! War P'l, .-, ,(..pt.rvae-aidr+sB-urI .+lau wls l Raw wen-ty<niF.MeaMvwc'K " . Ye apply-lnetlrmavea'on- vJl-edeari)�Hnat bee"-SrN-iPC'P"b0-2B95B>- ylrc ier+.vrk"Perfvas^OA J I 1-07.2(11 GENERAL(AP%VA only)&Tied+ V,ark4.,�Ndn3ftk43w d dvwt"a •i Th<µub.&,O State Deparrm.t of R,.ue has issued + e+ J ;peeul auks vo the MW tab W. S m .{ eetio 1.07.2111 through U< ' 1-07.21c) arc men. On d,rify thme •uks. The Con r"cal _ should contact We µubagton Stall Department of P+net vvr.u,egratd-<,ev-,beTevyner for amwers to 9untiom to this are. The CO-VIcto,g rJ AgevcJ will nd sdj art is payment if We Contrartu, bun a bap.vwwe.uw.<evtuweawreito-vr*er bid ov,misuodaslood W liability. ' The C otrmtur soon include ab C.ontranDr-paid Wes in 1-07.20) Stole Sales Tan -Rule 170 I to the 1 the tom bid prices er htber.011ac'1 amounts. Iv w use ,e, ,VAC e58-20-170, and as fenced .ks, App y however,state recall uka ur will an,be ur:udd. Section 1 .osmurtivg sad repaving of new or outing buildings,or 07.2(3I dtscribn this eaceptiou mhev structum,vpoo real proprrtr a ois bsdudn, but , J I The Contracocag Agency will Pay the retained percentile dial Loaded to,the comtruttinn of Uruu, roads, higbways only if We CovtrMor b,s Obtained from the µuhaRton etc.,owned by the SUU'of µubiagcar;watefmaivr add Weir slam Department of Revenue a 'ev4.m sbo�ing that an appurteoantes;unoory fewer and sewage disposal systems cootr,rb related Wes have been paid(RCµ 60.28.05W1 The unless such sewer and disposal systems arc wino, and s Contrattidp Ageoty may deduct from ill Toy u to the pact nf, a meet oru road drainage system: lelephooe, J Contractor toy amount the Contractor mar owe the tegrapb, do itel power dis roes lribulinn lion, or b µmbagtoo Suit, DePartment of Revenue, whahn the conduits or Ian a or above streets or wd,, uokac such amount owed MAW W Wis contract or not. Any amount W power lion become,par of a street or road lighting system: deducted will be Paid law the proper State pro State food. aad astalli s or attaching of any article of tangible Perwul Pay,-Sp(5 Revasaon Dow kpn1 26, 1993 _J r - 1-07lsgal Rdatiorn and r 1-07 Iqd RdetiOm and Recpomibilities I,that Public Responsibilities W the Public pmpertl w or w rml property,wbahe or eat such penao$1 1 Gn • +vatic ducbartc period horn the Ecology , tment before property t.r beruma a p.rt of in rant' n,time of installation,,burdDcpa. lice.week performed-snb uses,the(ire,Ina r ahhe µuh-g aapeater end Agency, relLa an tax ov the b. ww aarpnt coatis fiom ni situ or eaurauon f,UM from the rice. ctvog -to• and or rods,-tour rian `threes the cows full roaVea price. k, f.aaoarliet Agtvrl wilt conum whidky,.lit,or(amen ma%.0 auwmatkaUy add the ub tax w each paymcot w the of each wa,u � Cootrartor. For the reawo,the CooVatwr,halt out ioclr,dr Give the Project Engirtar • copy { I , diuhar a balum the wntt begins {!1 Nt n.a,, aeb ux io je uoo Bid hero prim,sir in eol other I Cnnhog d. r "A uoaion to reduu wate—Y movM .mount mbject w Ruk 17U, whh wr folbwint pnUmton ' etetptioo. a Du u of, -toys tlw well pm.t their .try one Erteptioo: Tb,Contrutiog Agency will out add-ulm Pe State wires,all. twx for a p yo mt the Contractor or a ,ubaonrrndor m.krs I Toaitanu (me •. lud m ing ct .ou. oil, cereent.o.the purebare or rental of toob,..hi ..I.muipmmt,or conrru,erd ,u t wish tour).and vo ruvm.ble s-P,Plb not mttgntc -to We- we Project. Such aq pmrn e. Debra,overburden,and other waau mauruk MIO tarn shalt he includedI,the out,Bid IVm pekes or in5 Notify the Ecelogy DWenrnent immdeuly.Irould ou. nor dher mutr.rl amount. chemcah.or n,vvir spilt cow Smile W. 3 The C Sere hair Air -0 all oulm, of _ Th< Contnaor ,halt not collect reuU ula us Imm the 1-071-h, Quality Lomracwrg Agency on any cnntnN whollY for Pro ire l or ihwo i uthontu.. Ieun chat] 'tMrt ertlytmrrt. •-quality rob of the other services In defuwd-Sur<Depanm.t of Revrnuc Rule. Suv pepaumcnt of Ecology shall govern the work. 13E..J 22at The µuhiagwv L'Imv Ail Atl faqu'nu tbal runt 1-07.5(2) Slate Departmmt,of Wildlife and rmshieg. rock drilhog. mph" batch plaeb and content, Fitiheries plan,, rteiert an ak qu.thr permit in ce of the In dotog N<work,Nc Contnaor.nall operation Tbr air quawl Perrot prom' Way include 1. Not &trade water in a way that would has o.h additina, Stair Eotiroammtal Act ISEPA) requ'vrmmu. ICrnere.Wish-gwn Sate µtier t'luhty Reg m 1 CO.Vnwn or oparawn sbou:d eovua the appropriate ace 2. Relate any fish stranded by the proyut into -flowtog Polutioo banderol uthohl well in adt.ne of intended,an- atresm or open wemf. up. The Perrot ptetry any require up an 30 da!•. 3. Replant.y nrtam bank or shnreps am if the pmjea disturb, vetaauv, cover. Rep+nted tones. brush, or 1-07.7 Load Limits puss .halt rainbl, the type and d.my of ,uneuMvg growth, unk,. th, .pedal provean• 1.07.7(1) Gate"al ,M.t otherwise µTdc moving -Roip, not or mmcrue on any pubbc a. Lave, cob. we wort is complete, In up. at., hlghwp,the Contnnur$hall comply with W law that control cMnnel.1 the lowest kv,l of mY i nd" Pothok to traffic or land bads.TM.."a nether esanPU the Comnctor canna a wAh the main body of water from such I.. our h..— overlod,. At the Enginai a 5 Prevent.y fish threat.-g silt buildup on the bed or ".at, the Contractor ,h,U provide .Y has nrtded to ,,,on,of any body of water compute the equrponot a wuju on the madwwy 6 Never block avam flow or fish I uange µben the Contractor move equip re n or materials with- 7 Rew W equipment raw of any(low-a,tom or mh,r itu pml� inundation.legal load lonw.bag apply no. body of water, ,new .. —Y be penmaod by the I My mad try.to ud in use by public traffic. ,pocud provision.. -, My eaiaiiol, fund rrot achoeid d wr major S Never remove gravel ar other,bosom mu-rial from the instruction under the current conted,and high-water-flow channel bed of any imam or hum thr 3 My newly paved read tweh final hh inplace) built bonnet,of any corer body of wauf eaccpt as may he ,du,cor..a.Tu Contractor,nay haul overload, pe,mmd by the,potial pmveiom. (not mort uun 25 pe m t above lead Loma)on .tech 9 Dupon,of any project debris by rmroval,burning,or road,not open to public uaffrc if the doa not damate pyc<mem above high-ware,flow,. cornplded work. 'Don Cb Vaccor .halt pay all rtpau If the work in(1)through(3)above diets,link from what .tla of any overload dnrt V .. the contract requtrei,the Centncung Agency will ma.um and Eh wheoe on the Prolca. the Comm,-, may 9penu 1 pay for a a unit contract price. But if contrut umns do Prot ryuipoent with ndy the 3oad-Lone rutricb"u in 1.2.and 3 to thou Gras.the CoContractingcting Ag.y will NY Pursuant a to Sauces 1-07 7(2), The Canua um ct,r ,ball ,m oneponnblc, �1 I Settle.149.5. be, , for all "d_eaund damage. AU vehicles .ubiW to cover y 1'.0 on.teenage ba.0 .lull be lcenad to nrawnum kg,t 1-07.5(J) State Department of Ecolfrgy upuky before opennng tides this,4miu. In doing the work.the Contmml-ball. Page-SP-16 Revision Date: April 26. 1"3 .r �l 107Legal Relatioces and 1-07 lAggl Relations and ResporWbilitia W the Public Raposnibilities W the Public n I(necaury and u(c w do W.and if the Contracwr regoau mooned in wmeAg by the Fngtaer, on Penn- fun:(cd into tl enwriting,the n safe may approve higher bad Wniu than only Cormacung Agency foods If Owe paymW art os"PP"d days of the end ,,use L me bad-bust mtt Ot no. N 1. 2. end 3 N Secbon I' p ymO penud forforr�rm�•propmsf-1Mwuho "0' "rend" - •. 07.7(21 The wnoen sequat-hats-. days front the dale of the wrinm argots-On Pso)"u olds ody 1. Dem,ibe bedmg detach, Areney weds,anY or W pyrna'la°'aY be withhcb 2. peecnb<Nr unn.,%I'm movement,en pnd P of uw mg�« es scha d. Alin. !anus w pmvWe O.ac cqulpmat on Ne awnurc ar over culvcna and pipe. P and pymW could result other suctions re as provided by Suu laws 3. State Nat Oa Contncwr uwma s2 auk for damege. (RCW 39.12.050)udlor Federal regulations(29 CF'R 5.12) AL' e D-W paces alau cover all cow for operating over bridge aMricd paymlls shall be ampbc and capacft EmPloyce work an, cu,M NoNNg b ,,u wruon effects the Contncwr'- cWulica ton coda used on eerufied paymW sha oou.'dc oNer responshbanscs under Neu Spa&fi -or under public ruff:.olds the occupaon .0.E.on�m°tim'm—91 er.. whduk N the wntnrl unless the En r a ifsall pprovu highway Ismsby the AO moor rMkln of the mno-Ktor,wbrovvMton,and an ntr l to, meNd no idat�``Nc a<u s has coding ca a of suppt shaU sukOy adhere W eh. a6.a1 of the Iowa Contncwr w ampart w ,r coda loud m us amntt. •snick laws of tie Suu of Washington (1967 edition and When an app,entia u no. on Nc arufsed pYn`u al a rate amendm•nu th4-r)io regard W size,`might•and bads of le,, than Ne mNunum prcvaihne )--eWY wage nu. the ~ mazer•e6kks. aWncruceship mg-sumon number for that cmnb m ya fro the P.yrtam will nos be rude for any material that is Suu A,mnucah aon. County shall be shown Jon sp and Tr9 g delivered in acres of the kgal weight for which an,sebi k u wUh Nc Cnrtar employee dudficauon coda. Licensed. Any•iotatio°of these regulations WW h reported b IM1e 1-07P rsu' Fucv for DOemnmh5 ,free law e.forcemevt.gam. Pursuant w N AC 296.127JM0 and 296127-0d5,a fa for The cunvacwr u to furnish W We Wblie"Or"Is"Iewr even "batrmenl Of Ivvnt W Pay Pre•.;1"9 Wages" and • Ibti-tg of au bats! •eh'rb used oo the Project. listing the -Affidavit 01 Wages Paid" is raqu'ved b urrompany each hick °umber, hrensr °umber, Iasi weight, and lklosd tore wb.ktd W the Detsletmmt of 1aI19r and 1°duaris. �1 bed limits Tbr ro,varbor ismap nuibk for payment of these fern: and rfl shah submit au foram directly w the Ikpanment or tabor 1-07.9(5) Required Documents and Industries for appm'.1- 711e cost of these fen shah' he On forms 'AU, indudd in the Pikes of the rarbus uoiu of work which Labor jad (Start L& 1)orov the Contr.ctor no d ' ( .des, rtar H mmp-h, this contractf I I shy submit - S E Cfo pwwsd:11 O,,Clf Bud 71e reor lad farms mar br Obuioed from We „ubmdyortor and each gent rag fog mdf and for even pyartmmt of labor and hod usual. subconvactor and each agent w • suhoouacwr that 1.addition,punuset w RCW 39.12.04,earn progress perforated work 0.the eovvwt: estimate submitted for payment shy oneWde or bare atubed �y l A"Or of an a°pro•d -Summcnl Of lateen to Pay a suvmeat.on a form supplied by Th,Contracting Um" Pres.ihng Wsm` Suit, L&I form ...her 170(F signed be Wr Conusclor that the pre•aib.g wages bars been 029 M. T1 Contnctmg Agency wdl ms:c ol paid b accordance with the padded Sutemeat of imevt W ua;men' under Nu aontn.t fo: to, work ,c,1,,mmd Par Previling Wages on Re with the Contracting Agrary,or { —I nrJ Nu mum<m has been apPeO•ed by Sate 1.&1 the estimate will not he Paid. i .lad.copy Of the appro•ed form has been submiOd to the Eoguen.emrspksd+nd+ebasnud' 1-07.9(7) Suppliers,btanufacluee m_and Fabricators 2. M top, of av anospsd 'Affdavn of WWI Paid.- Section 147.9 des,ibn the pm•admg wage Sate L&1 form norther F'7"7-W vnth Nc Foul re,pOrrumats of RCW 39.17 fnr the rums identified in Section Comm,, Voucher Ccmrfia,on. The Contnctmg 1-".1 0 Coousewr, s,,bW.hacu,, aad agents W Agency w not miesse w Nr Contractor any (ands mheo0v.rwrs. The Washington S dl tile Departmmt of labor t rwn:cd udcr RCW 6028010 unW aO of the and Wosuies ISutr L&11 prortuigmud rules I. W'AC 29b J 'Alf da•'h of W191-Pod' loon-we been a°°rs_g11 127 that ddmn"Contractor"to orcaed rd any fabricator or b'State &I and• f u red forms love maaur"sures West p roject .omuadard 'gems ate mores r 1 ban eempieesd assd+ubmivcd by We Engon r for a public works Drojnl and 121 emDblr+s that contract -� The t••' b L be 'bk for r.UUliiII hgg with envvacmrs or sub-mntranon for lb, purpose of the form; ( V•t L&I and (ar a °°royal fees rsodurtion and/or delivery of materials (to a Public worb EMired for b,�gtr L_&IL&I_ projmt) punuml W We terms of WAC 29&I27L18. Tbr J 1• addition. NC Pdme Contractor MH lubmn a 'Request C,Our.wr eb.0 senor, that any firm (SuPDOer, for Releau'w cm Department of labor ad Nunn"(Sate n Manufacturer,or Fabricator)that fslh easier the Pro•ubm 107.101.That agency pmvlda the form of RCW 39.12 only by autos of We new definition of Cenifid payroll. art eeq.ged w he .obmmd by the -Contractor- b W'AC 296-127-010, Defin'njons for Ch.ptm Contractor to Ne Engbsar, for the Contractor sod a0 mb.usaeson eve agents,on aO Federal-lad proJee, and.when L Page-S -� Revision Dav'.April 26, 1997 I J l 147 (. gal Relation:and R.porsibilitiva to the Public 1-07Legal Re9atims and Resporsibiiitia to the Public 296-127 W'AC,cvoop0% with a0 the Mown MM of RCR' b Wort Sk0ls-An 000la t of the work proeeaw m , 39.12 including boo ad Boosted m the folowmg: winch the trainee cent save .upervtad work UI %F a 5catement of Intaal W Pal Pre•aaing Wage' experience Sd in.& on-0ne-pt, and the (Scut IAI form vumher F700429400) witb the un,,o,of the spproxvruce tone to be Sport to odmtrial Statiyticao of S1att US for appre'.1, Such Slur pmruS shall be act forth in these I R) SuDma a copy of the ,,mo,.d:Statement of Intent to mndardt t Pry Pre•aiBngIStaw L&I form number MM c. Terms of Training-The terms of coining Shan 1 be sated in houn Thc number of your,roquved Pay the1 m the Fogmea, 1 PI Pay the pmaBog nu of wage for Sue6 eWsifoton for mm.0DO m journeyman aWa Shan not of woHer,antitl d m to Me pailurg wage. exceed I.000 houn for any not udnidual i (41 Fit, an 'Affdaeh of Wage, Paid' (Son L&I form d. Program hbvhoriog-The method for reaoMmg number F700-007-M) with the industrial Statstkuo sod reporung tht touring cemplaled Shan he of Scale L&I for approral,and nand (t) Submit a oupy of the appro•d 'Affdart of Wages a Rato of Train.-A numeric ratio of tome"in Paid- (Scale L&I form Dumber F700-007-M) to th, joumrymm stun lot Sucablad. It stun h d 1 Engineer. mauant with Proper Superostart, tuning. 71e•Stalemmt of Intent N Par PreuiWtg Wag."and uto,, and ceounuhY of employntaant The now the'Affida•k of Wages Paid' form,res,aued only by•roue langtugc Shall be npoctfic and cka as to of the new defman o" n f Covtr a,V r in W'AU 2%127-010 Shall application m term, of job site and workfomc be on the farms pro•idd by the industrial scualeiaa of Scale during nottul apentionS triennially wuidero;to 1.&L 'Me affected fine,Shall be respomibk for requmtog fall between 1 10 W 1:4). th.e to.from Scott L&1 Sad for paving any approral fee, _ Program Approval Roquhed- Approval or aoSuptame required far.pprval by State L&l. of the Contrsnoe.country;program Shan be obtained The 1'ootrattar sNu be responsible roe rnsurog from the E gucer pour ta eorrmrnming the t.mes's eampnaxe wkb tht require menu of W AC 291s127 and RC W wodt covered by do program 39.12 by an Rw engagd in ant part of the work necessary J. T. Approval Requinx Iter approval of the W Maspkte this mvtraet. Tberefore, sbould a violation of training Miffs-. to. cotxemvtg each this sub,.Wa wur by any firm that a pro•idug work or md,vidval.ad good faith effort docurreentatier ooaeraa for cvmpletov of this eantran whnhe-directly or shall be mb.mci on DOT Form 272-050 er a Lonely Indirectly rmpomsble N the (:ootraemr, the (bnvac ing manner It is the mmrrtion of Same prova.m, that Agevey will take attion gaim( the('nnbesele ,a pro•ided traNNg as to be provided In the mnstriel craft by the provision, of the rentr tt, by "Lk•e campBann, rather than ckrktyptea or secreurultype positions. including Dot Sot limited in, whhb.1dIng Wrment on the Training is pc..,bk in I., level magag,t tt ronva ,until mmpDamr is sehie•ed, posnwn. Such a offiec eagtmcra. esumaan, timekeepers,me.wham the reacting a onancd tewsd 1-07.11(7)D Training Program Approval constructions Ioatons. T...g Pmgramn will be sppma,W if the propn,d number a. O.7 She Tnuung-Some oRNe counting a permissible of moons for both the prune ad Subcontncco-cumuuui c,l). as long as.e craomg a an i legfol pan of an approved equal or cxorre the number enabWhed an the contact and the training program Sod does not onerprive S ngnthcant proposal number of cooing noun Shan equal on, training bid pan of the avenn uJnmg acm hourly wignmmt Alan,a program will be approvev only 3 Teaming Reunbun Except a otherwise ement - herwise noted if v u nueoahlr cak.lt d to men the equal anplryonrM bertun0er, the Contractor will be o imbuned under opponunhy obLgmom of the Contranor and to qualify the the item'Tnmmg per hour for each hour of Inning rvenFe comae for jnomcvman Scotus by the end of the mining for mch employs out a touted in aeeodaetm uoth an 1 Pend Sur beneficully contributes mwad a tnuwc ahirvmg approved training program. AS approved by the looney Sutra m the outfcaton mr,urnd. In addition, the Engmarr, «unbunemmn will he made for trammg Comractor shall wmply with the following. peraon. to ex.. of the number apoofied herom I Other Than Apprenticntup TraJ. - Comracme,woo. Rcunbursenwu win be made on da mmuhly Progress an not aMb,"with s program approvd by BAT or "uoue upon receipt of a certified urvote,that show+ IATC can have Net baring Pmgran, -Wmvd the mhrcd woekly paymn number,the i,ne of tramm, pmvdd oat the program is Suborned for Sppmval on mtal)man vend under the program,provuusly pod DOT Fom 272-049, Sod the following ecaoisois am houn uda the canna t.houn due that esMua. and ausfanordy ddjoa d and incorporated in the the doW,amoum due this mumate Training Invatca Contranor',program Jun be Submitted N S timely man-I oonuasnt with S Minimum QwBfkatirrns - The Cnntrscmr Shen the aehkvrmrnt of training,Tb cet4fid invoice shall mabloh minimym q. hf..Wll for {cram show a ntaamcnt odiutlna the Contraner'S effort to entaoing the teaming progrSrn enron muwritiSu and women when S row eamlLntnt occu.. When an appraauu is font onrond.wptee of PageSP-18 Revrsmv Dole: April 26, I093 L_ _J 147 Leh*Rdatimu and Responsibilities to the Public 147L.egal Relations:.nd _ —Responsibilifies to the Public the seettf.ur shown&appantepluF restaurants-must apprmuxslup agramhm his rot been eegisumol W .wompny the, invoec. Reunbunue,ent for approved by the Sutc Appeestioeahsp Conned shall be 1 approonceoup training eceumng pens,to aMmv.1 of comidcted to be a fully qualified purvey., and. the taN Ng;mgevn w l be,alloed w d Use Contr+cw, therefore,usual he paid u the prtvauutg burly ratr for verbally nou8er the Engmeer of mu nec mmonsoe a the leumeymen. trmc the approstuc on. work Thu rembmaemen, will be made morn though the 1-07.11(10)B Required Records and Retention Corm. ,Wt ,ecru. adiWurul tauw& progam funds All moords must be retained for a R^ of throe years from other..seas.provided such other s omens do not fotowing completion of to mousses work and shall be availabk .,ne,fi"Uy prohibt the ConcmW1 form reocnus at reasonable limp and plain for uaputi.n by authorised other eumburscntpn.Reunbuncment to the Conaactur apeeaenauvp of the State Depnment of Transportuin..and on for off.iu amounts mdtuted above may only b<made Federal-aid pjecu.rho Federal Highway AdmoutauYsen when the,Contractor does Derr or mrm of the following O,Federal-rid eomnets oNY,the Co sasstlSubmmraMr d and the ft. are concurrently pnployed on a shall..both to the Project En&uteer an--I -pen for each Fedcnl-sid project. commences m the cot of to month of July for the dueation of the project The report most enuung,provides the wa,won W the maawe,or Pays indicate the number of mimney.women.and nonmusri,gessUP the tnuter'.wages during the olhiu u oung Wood employees currently engaged th each work clssaifestion retfuued 1 A total of rely two bundred boon of flagging aodtor by the wntnct work 7Tu infomWion u to btt,spored on Form --� hr.frx eoeVol tnioing will ber reimbursed for any PR 1391 b�August 25-14 ose individual regardless of the number of p,nsje<u .NU Conumctora/SuMontracum hasug conaaw of$10.000 Jworked a an on-the-job Waure In addlfnn, a or more tut art C,macung Agency or Federally funded shall u-siner appremkq regardkn of craft, must have nbmi a copy of the Office of Fdenl Complonse, (OFCCP) worked on the we~ for at kas, 20 hours to be form CC-217 to the,Pmjecr Engineer by Use fi6h of the mmMt ellgihk for rembunement. during the toms of the wormer 6 omphan.< - No payment w131 br, rode to the I",, to sabmu Is, v,q..,d reports by Nei,Mr dates Cuntnctor of cube,the failure to prosole the mquucd may rua0 in Ar wahMWing ofprogr<as<ossam payswrw 1nNNg n, the failure to here the tnurc as a _ purneyonn.u"used by the COntnetor and:u Mcs ca 147.U(I) Generid • leek c f good huh on the Pan of the Centracto, to AU work and maarul for the coruact,uhcIdmg any ehamrc 1 m ewi,the rasp emenu of unn ng provu no It is order work,shall be at sole risk of Use Contractor until the wrt.vu,apcctcd Nat a counee wall begin traumg on enhe unprovement has been wmplaed as dresrmNd by Ut, Use project as won as f"sible after aura of work, Engaspr,easel, Provided us this section. uulans,the akin a sIved and rmair on the pmjW a Tie-Censr.. long a uuning oppmcneasa court N the won aN-hrn.r-+s.re.. tk J els"ifirauon or anti: the, compleien of Use miming aaesve+nr - r m. .plrhm b t program.It is not required that W Mesons be on bored se.,eweey+'wmt ge�edseT•-••anasr wweir+award-bye-+f+— , j for the nee length of the contract A Contractor will 6ed. st asidepsam.1ModF--+e-wdsrr-wwlyanue 1 fuse OdLlled the rpporuibila a under Nu mouth, 'Mm, f -h.r. Po) prvvulon if the Contactor his provided accepubk as . e so W, be ; +son m oong to to number of mines. afverfint and his Ihewaser;-dhas'M►+sssMirn complied w b the training hours assigned.The number �-f,�dawer:r I mussed shall be deammued on the ban of the weal 6dme saMr -.i number controlled on the contnm for a significant period. The work shall be under the tontraeu,', responsible 7. Wage Pogro nto.-'Toasts will be PaM.1 lust is care sad rharge. Thr mnUarmr .haU best, W bass and J applkabm rates or wage progreaaan. he. N the damage wWtsorver and from wbaWwver cause,earept that .ppemu"ahip sanded,pubWled by the Washington eased aokly by the set of Or Cooaamios Agency which may Sum D" ment of Labor ad Indunsier In the event occur on or to Out work during the fulfillment of the mntracs. dot no traNNg program ha been muibbsbed by the If any sueb ins or damage occurs, the motracmr sb.0 Deputment of Labor and LuJusa es,Us t aoup shall tan nedutNy make good any such lost,oe damage,and in the be Paid us accorduvc< wish Uv- prostate.. of RCW rent of the mntr.cmr mfaMg or neglecting to do so, the t 39.12.0e_I whsb eanda a fulkws. Contracting Agency may,kmV or by the emplts,meat of note Apprentice workmen employed upon public works other pertoo, male,gaud any rucb lass or damage, and the -. pwpvs for whom an apprcnttoeahtp agreement has c"t and expense of n wing ..all be charged an the been r eguteed uM approved wed the Sum m.tractor. Appersucesh,p Conned pursuant m RCW 49.04,must During unfavorable weather and other codtba, the be paM at matt the pe, ens hourly rue for an contractor shall pursue only surh Weuom of the work as apprenuce of that trade Ahy workman for whom an shaU out be damaged thereby. Page-SP-19 Reviorn Date:April 26, 1"3 I d 147 Legal Relations and Reepomib.litiec to the Public 1-0714gal Retabugf,t,d Responsibilities to the P,,blie No pwum of the cork wbone Ythhrecry quality or Paragraphs of NU section if ebe claim,.ua.or action for mlo,ue. affeieneY t.Bt be affected he md..onble madaYm Ahab o deN, or dar uegva a nosed by tlR, sole begngnroc of the smtructed whik these undone. obt, u.k R% by .,teen ow"re ta. Wort-oat.'Imru sow,or-awns result from the Yaw or pruautiom acrepYbie N Ne ugioeer, the C ncurrent beg4gerwe of 1.1 the indanntte or the tttdmeenwel ceatrxtor shun be able an o.ercome ib m. sterna or employee Rod Ibl the Contracor or the cbrMno" If the perfomtarwe of the work a d,l.,W u • reuh of agent or anpbym, de mdofor y pro anoe pmvrded to the demage by othcn, u cetenuon of tune will be evalutrd in Precodtog P.ngraph- of tub aeruon RhW be vabd and , a.m..wuh section 1481 erfarceanle on1Y u,the raeent of the Contractor'.orgkgence or Noth.ng mtuated in ow ae+ion Rhin be ccmt Re the eghgene of w agatte W employees. relieving the Contra uor of rvponudulity for,or damagC reulung The Contractor RhW bear Role refumibility for damage to hum, cut contractor'. operation. or wgltgate, oat mall the completed P.M.O.of to project d to prop, located off the ' Contractor ^or laved from run ponaini:ity for maWg good pmjet wuaN bye ... Rican, .off. or other rebted any drfecUvr work or reaterul,u pmv. for under seti„n :- acme duretg etc oorunuceon of the pmyw To Cocoa:- r shall 05 -Lo bear Yk naP..Ibddy NOT any Poumon of nvrea mums, ground water, or doter wemn whits may occur u- math of 1-07.10 Rspentsibilit,Y for Damage wne rwvon operation. The Contractor shall eerre. all R,eR., preeauuos To Ca. Rod Ageay of t e Sommen R-g°er°Y? -no,pout to We of the to end W oRwen utd employee at the SUu, twludmg but no; PmjM prevent ynOnx r. cmatun. lun.ted to the.of the Department.will not be repomibk to any -NRtton.and damage to pmpem manna. for my lent.or darrop that may hppen to the work or any pan; for any loss of ma¢ri 1 or damefe to any of the 1-07.15 TYnponLry Wake Pullu@on!Erveion Control , m wmb or other thing.ud or employed N N,perfomuncc of Thu were r.on, of tampon, muaute mhawr. m the t work.for injury to or deN of any patron..eithe.-woken or Ne Puna, .purified to the -,Cain provbiou, pmpod by to i pubhc,or fcr defeat'to the Public for uy c.u•e which mtgh, Cantrector and s,pm.ed by ttte Engateq or ordered by the +++fff ave been O,,,,r bd the Contractor, or the work,,, or Engmee. Re work proceeds Thu wort h intureled to pravent. -Yore employed by the Contractor conwl, end atop water pobutwn or eroaion wit6m not Project, To Contractor call be nsponsibk for any abdAy impo.W thereby Procctvg the wsrk, neAy lend, memo, Rod otor by low foram n myuna te.or the death of- v Ir,Cm or damages m bndle of caner pmpeny reauh•ng from any cause watn<.cr dun, Ne e Camroiling poomen,r top om Rf and related wRem, parfo Sub ect n etc wort,ar before!cal a oqurtec meY luis but Nc unfeR to to perfamt tutpnnry, w<nk wen. subM to Nc IimiUtion.in the enaction,the Comnctor call Ncltding nut not lamed to uWemnifr,defend, d Yvc-rode.the C RRUWung Agt uY I. Providing dacha,-,ono..curem.W other me.un- hYn-C -Errro 1,and W offiaen and attplo,.of to control Rurha wm r. ` Ue t-ontrKIiM Agency gY►from W chum.,row,or aatnn. Budding 4m.,octrhng bYan, ucray du.µrUn. arts brought for injures In of death of, any xnom or damages other rmaaure,to mmml downrue m Ibwe, tuuhing hour cmnrncunn of Our work ar m mnwquencc of env Y Cont nffiq underground water found during wghgrwe regaNNg the wor,.the uee of my tmprc a materiels conanveUono or d o " to the work,duel to wok or to u Pan by any act or omuon by a Covenng wrwrwin peoUeetog slope unto the ContrrUtor or Utc .genU or emplayeu of the Contractor peorment crosion-control'neRurt.an workutg durtog perfomunce or at any tune before foul accer arm In Before any work begin., the C.OMM, .all oba. the addiuon to any remedy .uthorhed by haw, the Cootracuus Engt ". aPpmv-1 on phn for temponry water 'I ALeoCY &"-Y ream Y much of the money doc the pollutroNem.ron admen. The pun tWl .how etc Yheduk for Contractor u demM nauury by the Engater to enaurt W rmmu--COntml work,whether permartntt Y requned b, the mdcmnif lion until dapoutron hes been made of such caw or centnet or tenPoruy Re P add by the Contactor The pun chums. -all weer W area the Come"'-work mRy affect inude end subjecttothe.and! aw an doe lea. a ,hc unty. Cpr.ab owide to hate of to o v p. jca (arolude,g W Corttrettmg indemnify. defend. and Yve -ranks. uy money, caw, or Agecy-pmvdN wutee,dbpoeal Rae,end haul maw,.nd W Yee e w office . and employee moor dv wM the wort. tte.by heed, etrems. one other bodte of weterl. Before thU what the Iuned of winch musty, ray, or dto' the work u pun hY been a+Peo e ,toe Contracor,hell do no Cleo,end bctnL PMomted,W to the clime manttcr ma to Ote a-r.e extent gmbbNg or enhwerk uok..the Engineer appmve m wntutg Y Provided above for the protection of to Coetraetiog AgrwY To Contnanr -all miY arts update to pun whenever Nc sae, Re o?war. and!emp.�Ym. Pmvidad tutu tro renown of Enguncer Y mqueate m writing. .r,y due VC Corona.,be made by the Contracting Aa.y The Comnctnr saU allow Re I.an five.'lug day.for the Loa "00 a Pmvidcd m RCW 60 26.pdmg dupo.aean of EngiYer'a ,coca of any origatal or c,,omd pun. F.ilun m I miss or chum,for dannagn brought spout the Monty,CRY.or approve RO or pan of any -wh yl.n rail ,rot make the f d.ntwt. • fsntnCtatg Agercv abk to Nc Cone ?for any work&uYs. The[bntnetor will rap beenqu'ued touMecord).defend,or .. Yve armle. the utdnnrotee Re pmvtdcd to the peaMmg Page-SP-20 Revntut Dat• Apnl 26, la)- J I , 1-07 l.gal Relations Send Raponribilides to the Public 147l.tgal Relations and Responsibilities W the Public _ Tit tM degree pwok.the Ccu raaor.MU eoodurt Nu Em.wo ennwl VMS named In the Co stall sx � moponry work with permanent draaagr Soo eroron control mnsit'crod permanent control meuumm and pad for St um .a work the contra requ:+. contras prow Engrnce , nder Section 1-06.6, mde. the '.art 147.15(1) Wow Quality Cotlsideltiots Suapedd for an'aunded tim Ce.Use mevmnr'hall.before She Contncnng Agency mumca mannaMeroe maporso,:Ay, rralm In addition So miter requiremeab In the Cootravl every effect m control eroswn, pUwon, and r,s Df during Docummu the temporary work shall include, but a trot Shouter. Section i-0¢.7 deaertba Use CnntracW.g Agency's limited m,the following water quality considerations'. . 1. Divmion of Uncontaminated Wall: Storm svacc rapeuibNty In such wen If aturo ri menu rut or erode the Slope, a. CemaCler Shall be directed Groud to- project to pmml p eau of sat. The my be sommplished by atoll ra.n eel O 11 the damage.mo ,.0 the crcacd m.w1he. P D be channels or b whams l'Iru i,aid clean up any rtnuwm¢mtrtl in om or pumping; etas, lauti doubts;c rK y an,: ,.ulvcru If tM Engineer edam apkamcnt wnN rtwrt or P�'n¢ Fugal, pWtic or mnrrtne gavity pipe: odor mae.I" urn, contract prow w:L rover me quanuicv coutracth.g d'acbn,berms,eulverla,ele.,to control mod. Surface•vier:or mmtrucLog dam.seuling b sins, s It tbe Enghwcr antwrpate water po0uwn or ero.00n. the or merV dissipton to control down atram flown. Conrncmr SMII schdole the work So that grading and I.mepvo„ Ground WSatt: Surfacing ground pec,o n m emaoo cool immedutly follow clonong Son water Sh,U be iumm,pled and round uoctd the gmbbwg If conduons prevent Such Schduw¢. the Engmar mmtrurwo site to prevent Sib ensoo by the use of ••, will mqum ternponry murol mnSurea betwwen wort Stagen. grarel uencba, Fmmch drain sib. well paInrs, or The Engvwer will not permit Nit ama of exavation, interceptor ditch. The Contractor Shall provide borer,and embankment work In exaad Use Conmmr'x ability mhos of controlling underground water which my w men the achrduk for f th gndog. mulching,Sending. and be ev numseed during the Work. -r 5. Turbid WSur Trvacmmt Before Dechargr. dwr pmunrnl erosion anal work Clearwg and gmbbwg, exavawn, borrow, or fill within DenrmaStao of turbidey In m,,; eten shall be Ua nght of coy Aun never expose more tMa 750.00D Square at the d'ncretioo e( We Eugiam; foe take Chas fort of crounble raM, uolcsS me Engmmr appmvcc oNemic Receisiog N'au+s,turbidvy shall Sea aceed 5 NTU The Engineer my numaec cr daresc Uus 750," gare,00t (Nepoeom. ,e Turbidity lined over background loot In hght of proyeat cod.tiom ualkiou: for Clus AA and Class A Waa+r, Tbe Engineer my require temporary control mwures If it unbukly 1haU eel aeead 5 NTti over background app.podutao or Scoswn my rauh from wvther,the alurr turbidity m wh the background turbidly a 50 NTU of the m w w.u. or progma. on the ort. The En na gmorr y or hu,or have more Wan a 10 percent mCreue in also mequrre pmom rot m.a.cool work In be done with or turbidity rhea the b•ckgmuod turbidity a more vmadeuly ate grading than W NTU:for older clans of water, refs to When: aq orsry control devioa are rw longer neded.th. WAC 1712011V5. Comnato:a1W1 rtrmom User and fimh tba ace they acuptcd The tyre, turbidds ram the uptal property u Use Engineer cheat. of Supply de ocon"Cug the aateeriag and - ab-or on of light could b out vdd material u t Nothing a the, sedan SMU rebevc the Cnntnctor from p hR y p complying wvh other wntna mquuemcnta expressed In Nepbebmetre Turbidvy Uoiu and If dos accodwg w thr -pprovd pen or the Engineer's measured with S calibrated turbidimtlrr. order, mesnpoary our pollutonlemewn comrol work will he Disahargev to a Suter "wye-Y camsd by mesured and pia for punwat to,Section 1-09.4 Mgreguv wubing, dr.inage from aggregate pit 1. At one contract:price, if the work d.fen We from site. and stockpnb or Simmering of pha and rpathed contract work.or aaulou Sh.0 out tocrvue the aotiog turbidity 2. By fora sanctum. Satan 149.6. if rat covcrcd by of the morivag warn. nt wntrocl ve . Turhid water from the Pruie"t Site 'hall be ¢ For Use pT'se of pmvrdog a a.mrmn proposal for all treated before brave dwcharged Into weans or Wber bidden, the Contnenn¢ Agency Mr atmud rbe con of Suter warm.TurbvlitY Fur be-•moved by the mac -Temporary Wsar pollution'Emsom Conuvl" and ,tan marl of begun. or belch& prods. SeW-f I utm. the amount m the ppoul In baooe a pen of the total bad by overlbw weir, polymer wow tredment. Nc C mractoa discharging to ground Surface. by pttavlation, The Convocaor shall bur Full mlyn-Ibimy for umpoery e,,porsue. or h., pain,tfm moh gravel, a sal or wxter pollution control a all oumes of mwrul.Befoul Sitar, fib,(cams. and haul mad.Una Conanemr pmytde All cost for Nu work a. Erosion Control: lemporan eman control -hall .MU be Included In the vannm umu prey for maknsb ubuad be aer<ed by munmeIng exposed eras and Slopes fm n or Muted In Conlneusf provded Suez until permanent masura are effective.Plastic spat covering-b.0 be plant over exposed ground area - t, prenect from rain moui m. (XI er skeroatire methods for ermiam control urder evruin shusaions Page-SP-27 Rev IS...Due. April 26, 1"3 � _J i 1-07 LWa1 Relauu,%;and Responsibilities to the Public I-07Lega1 Redatioss and 6 Responsibilities so the Public 1 ma, iselude awning, cnukhuv with birder. and 'edih, 1-01.16 Protection and Restoration of Property Shouts culling and aoslon oer.c the Contractor .hall he mounsihk for restoring 1 ed arm and for eleae- p I47,16(1) Private/Public Property damgg v of added consul The Contractor shall protect i nr public on or m d 1.11 Nat u ditches, utrb brim, sunhob, property,moru and mnau and nabs pipe, m the riciMY of the work rite. The Cunnwor aha11 smart that S. Chlorine Ralduak Water eno0iring thlo is, r as Oct he noved,dsmagd.deauoyed,or prevented fnm bemg residual dull was be discharged direct), into store used unka.the contract so apci6cm. dram, nreaen, or Slaw waters. Cameros, water, Pmpeny rncludu hod. uhues. news. und.capmg, ace be discharged uto unitary sewer,or daprned orprovertmu began,on Nc nghtafmY.markers,reonumcou, m 18.6 for penvlatuo. Chlorine residual cop k buildings,atructunes,ptpc,conduit.sewer or ester bon,room cgnr reduced chrmk n illy with a duciisg agent such as and other pmpeny cf W dewnpuon whsher.hewn on taw cum *Win- thlmvlphatr. Water shall be pleiodsagj or Oct More for Weems.midoal. If the En,o,,.r roq.0 u wrung, or if oNenviar 6. Vehkk and Equipment TVuhing: %ata used for hoc.amry, the Corsi ctur shall u prvasioa, scogn.41, w washing,ehcia and equipmut shall lot be cured the Eu;.mcr, roe popery such as that lard in the previous N rats rearm drains,atresos or aha Sate water Pam-,h The C.=Ou toy the mnatructbn oprntbn. ash. m'parmtmeo of Pam{ruea products, fresh Ir the Contractor for agrnu/arpluyr of the Contractor) moereu products or atha dekterom material is danugc.dooroy.or interfere with the sac or such pmpecy,the accomplehd prior to discharge. Deterbmt solution Contactor shall rotor a rtapo..drle for boating all pmpeny ,.r cosy he dechargd into uniur, newea or allowed u subject to damage bee n to onional codiuno The Coenmeroe to be held on the ground for pertautioo. A -hall also hall any utorfeaaae ,nth the pnyertv's use if the core ruutbr 111m for ddapmt e,uhuyt a Contractor refuse. or does not roped .nmedwwly, the raommnded. Stem dealing..it,shall pmsidt• Engineer may have such pmpeny tutored by other men.and " de,irw for oil w uratur. s.Mnc the cost fmm money that well be or u due the 7. On sad Chran"I Storage and HaudEm;. Handling Coatnotoe sad storage of ob vsud ehenuub shall amo take puce The "dwactiog Agent' -W obtain all memens and adjacent to witerwsP.The surge shall he made in fnachea required for the project. TL'contactor shall funk dike u.k. .ad berrNs with drip pain pro,ded he operation to the arm obli.ed and shall not trap'„ou mader the dlepm'ag am.Shutoff lid kak 1.11 prit.0 property. ,hall be presidd m unlu.Shutoff males shall The f:ovtraelufg Agrary easy pro,idr certain cods, as pmtidd m homes. O9 and chmleab shall he indicated m maneetbv with the work soda the mstr.c dnpemrd ool, during d.yligbt hour sub, N, together with the eight of met. W sash uvd.. The d'npensing area a properly lighted. Dis".l of mMe , shall not uvrnsombly mcumher the orm..a wuew shall not b,elbwd on oil and ehmkyl opal,. with he N.iper t ear maw,uh. Few-9,lull W pro,idd second od storage.Lock. The contractor ohm" pro,ide, wssh a Wb&, W the shah be d pro, c(on m1'es,p.mpn.led link,. Cuotrecung Agency, any .de sio.al t vd and eves,Nerem 6. Stwauw If.u.ha,arwee liar it eorvustad.nd not sbo.rn or described that easy he required for trmporar, repst r or neucstmn work it rrgrurd, the toutructmen facllltia or stooge of meurua. He shall ' s:oatrataur,bad prrslde bbrkiny and sealing of the me wlw,^ all.cell roads,twoar reeds.or other tmporan unitary sewer use. Saris ' see.. M .bap be work an sequked by him nperatiou. 11, mrte[[or shall q:mped Out,cobected,sued haukd by hank truth or conics'his equipmcel storage of auuri.l,and apaation of pumped du erly to e uaiu0 111m eaanbek for be worker to those srm shorn and described led s.,b discharge. The mining .wen shall be mauuud additional mom as be ally Preside. b,Ne Contractor without ivterrupliva a ser,a,,by A. fi b og 'V cmmew aw wok rw Mass reenact as Nt w,of taeWnn sewn b,paues. In addil r.. yam'rfpa+s-wV,ster bar —prepares me reassesses, the ear smelt s r.ed eaatrrun mdjacent w .vd .core,d a elt be ewe6eea me the felts a smh assesses, rlgbaaf-wq ac srambse- Y work small be.,[.bad se me m cam' rupture of a sa.itu, sewer sloe shall be reomsd she lsaa.eswt N 6Wt6ascr and. d eems assent N rrvm the Prajm Site .n; depuited into rdmw dents'. The manor ♦aq wlsdsle mess wets m d, m :,fen caul to.savkacy fill.it' Eq.ipmmt and 6'mtYm wmess w.esren shall a be con state ataa tarn in enahaet with the shoes =116.1, shall he wadtmb art bsidays mad trwds,slab a he.pm ace mere wished by prersuee water Ella and the attendant them al area. wuh.ester discharged into•union,Mer live for a. �, The ' Mamb new., ail wispy transmission ha a becvrm as man,bessmsmuy jar Mae Il.rfarfame M Mae sewage treatment punt. wok reed. Y revensd, Maa nbtil/ the .mttfinem Mar .. sens.tl is a ssae •srtfp as bases. a.same wins .-• ^Pair .a mvwg semharm vebkk may a,raged m r..w or N..cart morn rW crbeas. Page-SP-17 Revreon Dash:April 76, 1993 I � i 1 1-07 I.g j Relations and Rmpemsibiliti-to the Public 14)nAgal Relal4rm and Responsibilities W the Public C, FA�h Cean,aad snot, r star ,Rome with such cffum and dWl avoid creanug delay or hktdrancoa N �pro•wry. Y rati•rud rom, araer griWN u 1h doing dtc wrk Aa noedod the COlmlapt rhW arrange N kwr,aaa'J.,rdae aa"' a which are d—WW 000dituu wrk wheduka. F inar M W r�aarvr iag he,surd r rap r To care or aveamonc the wrk,the Cordeamr my dnue onaiite s tW odgiat esdds. rYbl f/ vy. 'wen to move,remove,ter aka Dteir w an,elan n.'adaa r.snot,or pivot to aLL uttgty Pea fe cot<•vcror raw MAP rp a naa it mash u wri aNer Dun Now WW N the pWa or aproW prcvuam. It carramr.rota rd reekple it Y sea•naena that. The Contractor WD make the aromsemcou and Pay all cow ay be replacd by y. vow eaapb a ca.a.acr— that arise loom than. -,hots aad rbabbs>"he ca..h ay ..'ad In an.eau+,the plan or.P..l prcvawu may cad show tons ry w aarvasing the.cam wrappd i bortap ad W n dergmund fwili , If the wrk requuer then to be repl.raa Y lice, rabaa,Poeonat—tba Y boon. moved,the E.g.,will provide for other farces N move them AP grabber) or mom darreyd or damaged. Nap he or a..a w change order rcquums the Contractor N do w replaced by t ,rnocaem wdh ratnW of\goal qnu y r adir,rN foa to W CWrvenng Agrr). th W cart Y p,medW m Seaton 1-04.0 taat it is oma wry eo herb mraaah r.kw ars,the and AO tom enquired to Pram public and p.au union u chap he cardupy cm and rolled and ecptactd amn the peovtded m Use aceuon sh.D be i the Contnmr'a eaieo.e 's ha•r boa bakfdlad The kw a+w rasp he When oDeta&I-Y the wort through law cemnval or tulocation dote red q,sotto or wen asr.of all soh rod dob i- of any mibty or..",facD¢y.Nc Cowramr.hue of one will The reurnnor rasp ve rvbber wised amtast aonl a be ad,.wd by esundmg contract tore to knepeog wAh Becton 1- Nr s, uarNr+rvr bckhoa ad by nor an•er eo°uveron for I w,h,eehudrag aea.atis and bakrdl. N a s asssu or"Ins-or way wheb have law aes a if the.ones provider rate that mlwrw wll he dlu.ud. fmca,aarken.say berm,or other W. reb.red.Mkamd,or chwwmd during the Mwem n of the nbrrL+chap be,omo•d by W comeacter^d sadiateh work,the Contramr tall any out the work to a wv that will 'pare, an, W Creek it ba,A - lo lhar orlgwl munmve atcrfererec and delay f., all forcea msolsa: Any potion. yL ceawator rn a aaeh the C.en,rmg Agrry real,r.uhiog from the eourdwation and prwecutino of the Yd psperty (roman .r but it b.., a .d,.a of Yy wrk regarding utility adju:tmrol, rek"Wo. replacement, wrk dos s aaassu or rphrwf.... Damye N tome{arnocu°a oarwde car—em scot.tell or iYutrwtiha thab to at the Contractor" "prone Y W ra.rth from drw.remq \der elan, c°atra'oon pro•ldd in Section 105AC acu.m vme rh:ena..bap he r�rd a Wv oryyut Puntanl to RCW 19.122..n an'rating Ur underground codes or here, rise original envioho ran be utglir and Prerribiog peuttin,the l:ootramr nha4: subaNd by pbtaograo. a,kr aodor wpecooe aade 1, call the udUti.underground location center for field pior a crauaew, All arb wrh shall be don•re the loeatioo of the utilities; rYf.'aun or Je l nwrty (lwara and the Cu',IaeeY A u .y w we apra of the rowr.ct,.. Call Before You Dig D. .�tl' Tote eoetraear to aaarm ol e an reor bdin of d w°'r'ad The 48 Hour Locators by Yon d daaYd. to ge erne gv coaerrtor doe YN Me'laborer a e.l 1-800-424-5555 .efaw' .•aLlue a We somas,) 'pots, the eswrar gag w info. rat Csiraery A$.,. The and Csuaba,Adrey. make the waaar)mWp and the 2. hot begin "ovation until all goo. underground root car.rh rtpaLa.hall kMaid by Oe connote,. r lb, contractor it rnW.ibk for identifying and fwilitim to the •etoity of the prohaad "u•M:e' documenting any damage that k Pra`mkting or .used be It ..I a located and sue ked. Location and dimrnncu,bow m the Plvm for nktdg wh n. (uDhia are in accordance wilb a•ailabk Nfurmatno Yithour -J uneovmiog. meuurirk, or other verification, if a utility it 1-07.17 Ulilitiet had Similar Facilities too. w ..ported of baring underRrouhd fuditiee witbN The Comecon rMU prwea W pr,v w and pubkc uWtucl the area of the propmed m.ntion.von that mility k not a from damage mahmS from the wrk Among othen, theac 'ubscriber to the uWitier underground iwation center tbm uah,. include ukphone, telegraph. and pnwr toes. .ewe the Chnu.etor[ball gl:e individual awi"to thvt.Why. ami tour Lon, ru .j rack. and gtnprumt and heghw.) If,to the ptoaecutioo of the wrk,it beawa mr." I,ghung and.ign-9•Yeterna to interrupt misting surfare d.mage, seam, mdeedraim. If the .A requt's mwvvg or rclocaung . outLry, the woduD, act"., similar underground rtrtcturet, or ton% contract whit uugr. the ask N tte Contractor or the ut&y thereof, the contractor shall be responsible for, and 'hall order When this hark 6mign.d w the uWdy over, and take all ressae7 preramiou W protect and Provide _ torts rot complete before the Cowrwtor",iu his servicesrk, temporaryservicesforacme. the Contesetor shall immediately awify the Engineer in The contractor shall, at his hot., eapeue, repair all writing, damage touch facilities or structures due w this coutructioo Any autherrud agent of the Cotnracung Agcwy or emidy operation to the satisfaction of the City; neept for Cky owrn cry Baer floe highwy rirhtbf-toy to mpalr.rearrange, hwnrd !acuities which will be repaired by the utility slur,or wnnw Neu equipment The Contractor'hall cooperate Pagt4p-23 IReunion Date Apnl 26, 1991 1� J 1-02 I.epal Relatiom and ResporuibihLim to the Public 1-07' !gal Relations am Reepamsibilities to the Public deprlmmt at mauaceor's egwul.of q the contractor n ..... d4aeted by the Cos. erMcwnse�w e� 1-07.18 Public Liability and Property Dame Isnu�ance .a!-ems.-.-m^Ps.�.mer.--'�wrmbw�w..M eewgarse•�+'..-er-dsalibv-Mre�siw-s..eo. II �`TId �n�tlK enTeandae'lar: .d ....s.^.` F�wenwe-+.nh� �rMeeaaH IS w OF OW tsaew. 8 r^ .ea ed CM aa. {eenr. fit �d+e*+eeMd-1n } NeFveeed� �� hrf �beend. t^'�6—�1'�4R-hrbWy HI M edrwb-tlwYmeyyp�m fal a �.r-aAe dsR^aledaenewreC epeiaUens--yer(nrraed-�.. .-selsrmn--.�-aeMne+ t to wmm.eH2�aeas�sae�eiwbFdre-n red H+ moth °F-lyyArl'^^M+� re-+�eenen-wiJt�.ef--mw�e IMF. f. md ta'Is +be .• d.I. -wbwwee ia 'hens 'lbe1MM�Y 4 eaneNe4dafber P. ai?MM<-Ywend-seder--sn. MMnefleyafaenMF -ae-�nndnnM' �11baA'.-!V FU1vlfNtleM�Fdnpey�pe.r�p�dYyMe M n�. m-Be1d'�n7'�ew�ersrrs � ...........wn[iblspeperty-sNnM�o dmleenbaaeFes'AwrtwentleaMnYn �Nnbs taeel�p of toe t'0eeee^R'basdf F earennam'er er-Wee4'�erG�twledifM�n-bNNFa}UR 'la" � Pagc.SP-24 Revision Date-Apnl 26. 1993 J 1-07 Legal Rdutiorts and Responsibilities Ie the Public "Megal Relations and Responsibilities to the Public in w0. iFyywwmppab.-rglrywy InawF R.r Main W7earwes .feve ee-ueeM wn�apim- h. wdMekege.eTent-ev .. let W gilil . . a ekaaarwaaraa......... rt sYbera.eb�yn.e.auor,_W.nfr �t+rsr '1e.r.sAed-�n ae.Im. as Peblm i ai.tlrerewwA y eraveiary ..J eae .I-',row- terpdirr-trw4wti�lA..arann.,ielw-. msTebn,•. Fa-onF-sr-b,,dA.•�lsj,,,_t,vMe,.s . aec 4M ember b- Aa4yr6Mm�e pyr Ives.dr-.e61e ;L Pevw+iarared ..F.6 a o1 C>.eA--eF'Me"lelL'o^� "'^eA-«+de"-ym "I, in _-__ __ s _f 3 1.innna/�iaAtlm r� Pei ^v�!"dvnwF� r�r�-�Ir iati ifN r Mnagrp. ... eener IabJitrslerriterLwa{ehewa. p.lw5 Al �sea.par.r Be..a..w+htl'we low; It Of dw -reeen'e.ser7-ehe -µyre.Medw.ds -}p}.} tl.e-eMrl k.l.tan-arrd g is, hie (.nt'�NaFabe �FUm ® y n wneme--Inik- tlr� tndepevrAaa-...f b"Mow—�{—rteeenl i Ns 6eeae.H-B9-pid. isrrtrues IN" Nw{s.lsy rya. . .. w We 1be �a,.ys.aued.-y,wlie.ryk fasaewer�.e�r6.bii.sy.e. e""e'esc I-V.I801 Glalasl wnri�rWeairsyear•eF enweeeur.ewee- The Cootraetur rhah not begins week uoAa We Contract I#MYi droat Get tail i- until the required sa.unoce ha.ban obUined and approved aw �n.nes-mear�san«w.x... b the Contracting Aleut, Imunue shah provide ro.eryte r save-elrreosws to the Cnnlractor, all wbrootractors, and the Contracting b- v""a•"t-Rw-..un Ageoc7. III coverage shall proceef again, claim for personal injuries,including accidental dUU,in well a claims adp.errtee for property d.m.ga wbkh on, .cur from a., act o. omission of the Collaclur or Ue rnbcoutracUr, or by avcooe dbrcdy or indvxtl7 rmpbyed by ellber of them. Pagr-SP-is Revision Date: Apnl'.6, 1993 All Y..} 1-07 I.tgal ReLtimn:nd RnpotLsibilitita to Ike public I-4r L Mal Rdakosat and -----__ - Ralloroibilitir+to a,Public The Cooleaemr shall lO,, d an the Coe the original police, a eadanemmt ob•'W,d,,Wy ri 1-07.18(4) Evis' -------- ("'a"ctor's policy current), W forte a,spaifmd N salion of IruuAalt 1-052 and 1-0JJ herein. The Contractor sSr0 pnride e,ideotr of F,Aurs of Nr the fall —ag method, ,,,,note tar Coetrsnar m fu0y mmpl]during Nr tam mov �-I- -2 days of award of the of Nr('..tear" wkb the ra•ulrrm<nu describer{ herein will �n taltie"d m serum I{d1 u 1 ; be toaidaed 1. Cem •u beef'. • mnala! heath of in, Co and ,ha0 h pkrr and auto,,, Ne lnmronre Inlemrofon cause for wmedlab nrmNation of Ne Contract •. . Subma m,ded. ,Poo.of Ne C.mr,-li.g ARMY' the S ,,pin of Me ono proprirlrq derlar.wo, prgn of all rrquved inure.,,policies. The(i etrresor shau.nurc mmmmclal, 1-07.20 Patented Derica Afa or as ISO lagb form Rmaal ksbila, laialy,and ProttssCs rRRregoa• ly or equinlmt with the general The Contractor sA•0.,ume aL tosu a,um PP MS separately per, pmjar. Cora _ R hvm U.urc of ddagmuad u bA_rd.,,pr dsm,Ufmm�kted mo Psc ahnd �work ud.8rrm W irdemm stud,nn or od ravC lurmlar 4e=Irol Wbual. bensd form propersl w damage, the"dulyauly a.. . The Coatrattioa Agency.and m.uacWn, personal injury/ad,rruni an agents end empbyca from an a•tmns of aoA stop Rap Ilanday. AddMona0,, Nr Contractorct iqj .n Y,,tort to"or on account of du use of an wort aha0 ,,,ecru".or prvicetra Y patented device•. :omprebemia aulomobke Ila bit m,aagr Wtludi.g W nwo.d. .000wned and hued • co" ,;A.0 he ehrcln, The Contracting 1-07.22 Use of Ee 1 apaifU.w arced a u add" D t6i]6 00 •0 polities and asoml inured . rsqu'va • mi,im um of Whtn 1 notice h Rirrn W le (:..teat' y riot wrinm art to wing expbuva,Ne Coara,,or,lull use the uuoon Cretella[a,.or m, rlal tbaoge o! robcey cl Prue m N, Pmtccl lit,And Property.W po m slit.,and to Wvc unduturbm W material .wide tb, neat An. of Ne emo- A.pan of Nr ropo .W Nl prop,,1,the Contractor ML4no sWA submit,,, itted Inr.m.0 InJonwion Fana wbkb All aspbsivc. ,hall be na spaifn spaira m,aaRa au0 Gm'u fur Nl contract. uur,cea assets as cagwq by W .' Is" and oN Nat apply pith non (ore. m,ad b try Ne Contractor sba0 be in a clearly marked �Dangemua - Explosia• Rc Plato ,lull be aad seed y a min be kR - Now uv.aha0 _. ('oomactW pang nece'll, b Nr nnPmta,,ed atone or oar MY-X mg gh R ARe.t]' C•rrkn >ha0 tsormdy hair, • If Nbhr uflkia or namads u' mWimum A.M. 8nt RuW.R of A Xll, The(;osbactpr tha0 s:u,Ne ' near Ne blast funkA m Contractor hull nobly the owmera of the kyrauon,dart. Pk,0/Nr dalantious pages o,rele,aat iauraae ,me,and appmaanate du ..Policies W N<Cnrtratieg ARea]wkhW SO ruion of the blast ant Tbu noU.e,lull .,. Ne contract dap of,ward of tot Rlvm suff--dy W advance to whit W owners n sea, any Pt�wd in satin.1-05,2 aed 1-05.5 berese, stePs as they deem noeca injury s•7 W P"aat the- PmPeny kom 1-0J.18R)B Special d following o� Ne -'b— r�uira working o,er water, the work on then^be itr, aed strunurn ahW k Completed before wing additional m,",s air required: Explain sba0 not be a, Wrlaer•R.owned sod ouerwoed the E 1 used without'paint suth-ch,of b. U.S.Rarbo °Roar• and Nm oral, -ad,s,, tab. . m rosy rworken'/1.o.gsborrmm aad loon be required tr° let praiser An hsadled ad met)W nrits min thorkin. Espksi,et shall be b MAte Ne Special eebi... that may be rryuired will be 1^t'aI I.w,, role, and P are-" W AC'2%5:and such peelase fkkus. %auh u,l W 1 It 'a Nat hall •.ply. The When Ne NrrRe of Nr binleg aha0 lu,e ' use of a , C. k Caen ry for the Nusbmgtp°Stag Shute,user,I.kearr. turrcnt praaution of the Work, Ne Con4accor's insurance shall the(-..tractor ay0 ofti.iq metric a rpalal Clause Isermming blasting. such Pamka tad tabu are eomP,y �' aad Pay for 1-07.18(3) Limits blmt).R.Paatious. eaea�at) in conjunction wbh a. All m,aagn mmAioeal siogk limit: When Nr Nus N of nbe C.O , ranyry for ±he $C000,000 praau.o. ,f oil, be too Per oaunasce,m Oed.ttibk; meuW•rpalal clause a bit,', iusunae shill h' mmprMeusirr •.Wmobik labllk Permati,g the bla,ting. ialuduy, all owned, xoowoed y d hired "Ilkles in Ne• and bled 1-07.2,j TMit Contnd .— mount tf 000,000 Combined I rM. lma. Ptsed to r mrenge in Nae stated r 1-07.2,t(1) Public Cts"Ini ra and Safety saustrued W rdiere ib< owuots sbr0.ot be lTu C.nuacmr'w condo,, a0 0 sash limas. ('eovwyor from O,tri0ty J.aen,of Jetanons wed d,c lass, -' Insohlc obswction std imm�vv,kn.r to Lh public Trt Contn:y.r stu0 love order wnrtru,,ion rm Reoaur IM" or am.unl of wock Oun can be penseoo'd pmperly IN, d.n _ Page SP-26 Revisson Date:Apnl 26, 1Y93 i + NK 4, 1-07 l.gal Rel&bi and Respo.adbditita V+tlw Public I-KI.egal Relations and Reaportobilitiea to the Public cegaNr w tha rights of the public. To Use eVesa possible, the . _ (fro of hump and dips) suitable for use by pubbc Contactor shall fuah ach senior before beginning wrk on the traffic and mu. 6. Sick dust with ww. or other dust paduuvc. as the To disrupt pblic traffic u lane a pssbk.the Contnr.r Enguseer my order. shall(Inks.this special provlawm aWe a:wrvtc): If grading work IS on or mat to a roadway to se,, the. 1. Pemu'tuff to pus through the work with the tout C.mnowr Dull fiwh the grade,immediately suer rough grading II pouibrt mconv.nr delay. it place.urf..,muerW..n Use wrk proceed.. Mauftam ealaung road..A access Out be most w or The Contractor had conduct sea aparuwm w muumue any iuWe the pre ect Innis, keeping them open and in drop-offs(abrupt changes in madwy aketumn) Jell..posed w good,Safe W.W"..1 W trnna, traffic during mnwurking hour. Unless othe. spaded In 3 Remove or repo any condition resulting from tht the Traffic Content Plan,dmp-oRs kg e.p..d m traffic during wrk ths might impede traffic or crate a haard,ad nonwrkmg hour shall be prowtd u I.W. a Keep ..wg traffic Signal and highway lighting 1. Drop-Offs up to 0.N foot,union ahenvuc otderd by Systems an opcnu.n u the work proceeds rrh, the Engineer, may remain eipo.d with • ro W P^ator -. Contntting Agency will oonwuc Ne ro.We wamutg Signs.krting rrsobtista of the cordwon. memtemna on such.ystoms.) 2. Drop.O.more than 0.20 Coca Nu Sae N the toweled To protect thc rights of abutting propeny oven. the icy or .usilury last will not be Wowed urdes, Contractor shau prmund with appropriate wunmg at" Seen further 1. Conduct She construcuon w that the Ian protected u indicated an 3b or 3c below. mcom,aance u puibk is auuil w abutting 3. Dropoffa more than 0.20 foot,but no more Nan 0.50 - property"Pan. font. Nat art wwithin the tr.vekd icy aull ha Ms." ready .... w dnvewy., housca, and pnrtectd oath appropriate wmmg upu and fuNSSe building,along Ute Sane of wok, protertd by having one of the foliowNg: ` 3. Provide utoponry approaches w crossing or s A wdgc of competed cable maurul placed In I. inurwcting road. and keep these approaches in god .lop of 0:1 or flatter, cordit.on,and b. Channciiring devwea (Type 1 bamcades, plastic a Provide souther.ccc..before cbsmg an .crag one safety drum.,or other devices 36 Inches or more whemvcr Use contract calls for removing.sd replacing in height)plead along the traffic side of unr drop t an.butung owrur's access off Sad. caw edge of pvemat.tripes planned. v 5. The contractor sball be reepmible for controlling mu umn. of 3 fin from the dmp+rff. The dust.oil mud ekh. We project limits and on any maum.m spacing bechavesen the devices in fort shall .hart which 6 utilized by het equipment fa.- We be twee Nc Pound sped m MPH P.venumt duration of the project. Ilse roturwor sba0 be drupoff wining Signs ahall be placed in advame On use ..hen" trucks, power swePer. ad Wvuglwut the drop-off trainmen. .ad When piece of equipment as deemed necessary c. Temporary comrle banner or other approved by the evgiorer,w avoid:rending a nuisance. b.rrkr installed on the traffic.de of the dmpoff Dust and mud rontrol .hall be considered as with I furl between the drop-off ud tor back of ineideoW In the project,and no mmpmzstiou will the barrier ad. new edge of pavement stripe a be made for this.ratio.. mmunum of 2 foes firm the I.of the barrko An Complaints of dust,mud or ureafe puctkm sun or .ppmved urmiml,flan,or mi come ustor will Property da.Ige w prirat ()W.Mhip wi0 ha be required a One beginning of the section For iraremkud w he contrectar and prompt artist. in night use, the hamer shau have auedad cor rerun.;them%.t be required by Use comracwr. dolination ss h u pun, reMtive cape, laic When trffic must pia :..vugh Smiling arcs, the reurker,or waning light. Contrsnur sluts. q Dmpaf s more than 0 50 lea not within he trvekd 1. Malec cuts and fill.UW provide a reaaombly.month. wY or au,",ry fare .lull be protected wrath eves m.dbed. appoP—W wammg Signs Sad further pmtaed u 2. Plocc,in advance of ounce grading wrk,awugh fill at Indicated in 3a, 31b, or 3c if W of the wllowing W culverts red brWges to pemut traffic to crust, co idmem.are orb. "t 3. Make readwy cuts and Cilia if ordered by the a The drop-off IS Ws than 2 feet. Engineer. in parwl-w lilt, alternating 4fls from b The total Iagth unmughom una pmjcct as les.than Suite to aide w permit tuff in pia on the ads apPouLe I mil. -1 the wrt'' c The dmpoff Oota run rtmam Isar more than Klee 4. Insuu cuNters no has the wdut of this MesIod way. wrking day.. 6d keeping the Wher half open w traffic and unobamctd it The dropolf is not pre.at on env of the holiday. undi the final half u road)for use, listed an Section I-0 5.and '. 5. After rough gMutg nr placing any subsequent layer, e. The drop-Off u only on om Side of Our roadway Prepare use foul roadbed w a .mirth, even ...face Page SP-27 Revision Data Apnl 26. 1993 J 1-07 Legal Relatiom and Respomihllitieg N Inae public l4n-gal Relation,and ReLPtrasihilitim to the Public 3 "Ont"Off- more don 0 30 fUavOwoot Nat an, not vnNin Ne v'ay or "aid nvOge b wo x al st hall berP"wed<r,mc with 6 Ne ram'-UM and ad,.,-ou M ut or•dira/ed by e u�ra and fanner pmlatW Y smriyr,and sr-ianalli Lay Shop or atdkmM in 3.or k 7. Pr<prkg•traffic °`at diracytd D.Ne E°Rinen.6 <OOtrol plea for Ne r_ r hall N hq'yithin Nc traveled wy or auxiWry yra daRnann[N<perm-r.npoosiDk for Pnjrn pad a- them. A a°elpku cover placed and anebored over n N< vaOrk N. '1Lr taffy control be PI-a+d fr ae"no, u man be if aquued, shall i-elude dev'-Ptieas of Nt~traffic <na OWWOI plan rban traruaion and de•it N Mused b trot mnbod• and Ne reel pkw W.rnin "tM pveoant a,i De'oatr Y Nr Prime mntrattor, ad OIOtOrafta g.igna allo be aped to alert atton,'hall be.ubm. et�before The Contncbr�W prca race of be and platea. Prnoartrunioa toot ore or YfegmNa,afa be pomibie for pmvidutg adegwu mk'v and a �a<' and IN11 aobjat N Y dwicea.Pmt>uve 1 B. Coot pProval of N<Eogiaetr a"Idaad 4c4on to pn e,,Ne hfe,hea egmp.:tmtY n any vuother to w�f1O4N d.i 11,mad ambukY<aer.irY hh,and Yftt ) Nem sae of aq s•or amnk a by th Y m eonnanion wtth Ihe perfomnrtc<of Ne affect and tra..led k Nat svin V or a by tM mnoaa.Tyr COntn 9. porlioa of•roadway. , °sauna Oe paten,Ne En ttOr stun perform any Auuriog Nat w tar• the Public and grocer may dam nagary m protect °Pea m trarrr,duns[pqk Of rade•ays an Provide thu protaq nY The mpmibtbty and exprmc to t° R:30 a.m.. aad -l:"I traffic Brt�'6'�hall M Ne Contaaor'r exgpt N, specified On the a pm. W 6:00 p.m., or Y N other b M(mashed by tM Contacting Agency at s the Engineer. opal proramas,Or Y ':rt<trd be aaymm of Neap Spaifgtnm Faifcd 10. 1-07.21131 sR 3 J."iar�rla, or m•eri°R w aoyPplicable 6laggrrtg,Sig-,and All ON -Traffic If an bid' R ra period,vehm Ney are pot-ended. Control Devices than late Kraff�Con ',• pro w pork required b FPan I.Ne papal i°ccidrnkI and ENW Y Nere ludedOccan i vein roaaidered 1-07.2J(31A Gerseral test shah M iaekdey k Ne j l M veo"' ab Thea arms Contnrmc nm ervioc fleggcn, If Nc Engur<r to((e wmrol dwmq na c, a gna and ochry chance . the COntnttnr b r r, addihorul by Ne ContncM ^"'sc rpcclfiW as Mmg (maned Lne6 fir"' P1OCtj °(equipmrnt or Yry + R .n, The Contncmr shall could AO1 be--Uy antkrpated by a Kea which - mher t, all remtnution ugv, w'e' c � cad mamtmunq prudent conOacrOr (or IM other traffic control dwkq ¢s+8m duo+-a gas and nay M wbD.hed cProtation of to _ public at w tuncs tram nagaary N wm and protec+ the OuY be Wood Of Y for.a tWn r dens ar thrn•new O cuo mjury or mm.gc . a rtauh r t Further aWuta,W for Contn'to"'Optaanns"bath O the coveted b P-Yment for N ant, as that tM + avecu maoy occur;m h+ghways roads O apaefwi Y oNer pay aqua in the bid pro art w On wort null M done n or ac hes,,, to :he + m POW. they are t + until all rmcgaary a.gna arM roadway SPocu! Provlaion. Y irteidnml, y When the bid nafrr control denc<.are m place ac<umulanv< coat for Ne uY and OfTnffr•Ceu cludq an item f. - -.pipe of °f each usdivdYl etannah uO m 1 aem than be Gal, Na wort Mi n the dune n oPm thcu 0000 In man grgal S:dd m'w requvW for Nis a..a.oar"UI dmeMme what du went of dlaptc..Nc 1. Fumubkg and mauiumin contnanr a."Hy anyeipued by a prudent t oda"chaineliraWn de, unkas �'. fl hcn. and once auDT, con for Noe itamr win be by agreed price, .Y bid for an _ Pay dcm u m Nc AddWn a,m. by dm Enginner. sr by fora aeeoum p rate[mmYldif"a marine,fr d. v nanrui mgace and the 3 and oonuaR a�jsaU ntot be cov roil Pkn()f appearing '_. Fumiahug auprrviaory prwmttl Out W iu. If the total ten erN 6Y the provsioY k ud,paragraph. labor: tnlU:control Or darq of W the wrt under the w aci uecteuq 3_ Fumuhk te, b5 nnrc Nan 25 "cauuOn" an rneerovv�M �B neo auuttmn ugna and oNerp and Tnfbc Catrotdl_to addrq.ye tlM unsay or da-quftbk°0° a pan kuur< of he Contncior m unmed Fumuning labor and v<hkl.a fr Uaggea, emet. mamnin, and remove a we1Y provtd< �'euO°c¢an poaapn an Of tM pwU-9 and nuirtku,,and ammo dhca rn W, or provide, ertm. N< ODP conrol,"dev,"'. mNm army Iten a. stet t0 do Y by Nc En �c O*Aarol--"dun WOO,ed y DW propW to apaifraii :wY for a pY amn u m N< toner n._ "meet,Um Conaactng Agent ON Y. for l.nu,labs', Outerial. and aqu,p w, •nacaa above and deduct pot o��u Y.Ferform any tf Nr ro ¢ W. removing, and repkcmg a/ Nc pymrnu. kom the Cnnyactorl y nanye, algro and he traffic COntn, d,, Tbe C011aeebr Nall be ,y,, Wtmyod ar,iamaged d.M tM aapon.iGk fr ,,-A adep Yu L Uk of drc protect pmtabon off Ne n any r traffic Onrmplp devj ea fr the `•he'.htr or no, the ll w P-bbe st W tunaa aganllea.or ... devrcea art ordered by tM ee¢mOcr,fumshed byn� Page-SP-28 ReviuOa Dak:4n1 26. 1"3 i t 1-07 Legal Relations and Responsibilities to the Public 147Lega1 Relation,and Responsibilities to the Public Coruscation,Agency,or p.W for by the Cuntrscing Agency.The Tim Mon ekguk for'TnTu Cool labor'will be Nose Coommm' shod be Wok for enjumas and dams¢.W Person. Mum a"usUy used for Nc pmviouslY deasibod work The Isbor am property suRcrN by wan of the Cone.,'.operauona or a pe f uiwuYno e<work for r(-M Nu Work and Protec tion of Tnffk" any rude. c N comwction NeoewiN 1-07.23MC Traffw COnttol Plane 147.2 MF Construction Signs The traffic control plan or pods .Ppesrrng W she comma All signs rnquued by Uu sppmved traffic comvl plan(- as plans show a m.lnd of handed[ mRu. The Contncmr shad weU as any other a)groprwc aIS.preseriboo by the Engineer d.ipute and loop in writing the specific mfM cool plan or will he (unshed by the G.M.Mg-AFssey C—amicaor. The plans mqu ins! for Moir rnetod of gaidernwg the work. If the Contractor shall erect thin on posts or supports aW muM.s' C'ono-a'Wr's methods differ from this, unto.. MITI, control than an a clean, neat, and preamruablc consdkun W*1 the plan(.).to Cunmotim shall propose reodifs.ticn of Nc .trim na.sity for them his em W. Au norsanhes6k signs shill be .nuul plan(s)by showing the nec.sary.Intmelimin signs and removed.,.vend with either meal or pl`^s'ood during peno 1, Deal runs, toff. cool devices requued for the project The when they am Out needed Mien the need for any of Uwe npu Comamem a lesser oesigouttng and sdopung the specific call. b.wsW.she Conmcmr,upon sppmv.l of the Engineer,dull cooI rk w.) or .ray proposed modified plant) shall be eke Down these.is.,post+,em supports. All pose or--M-M submioW W the Enguwr for approves at lust le I. 1,a 1 two .hod be rtmovW from the project and+lull mmau We PMPertY worlds[days on.dimes of to storm the signs sib oter mf& ac of the Contrtor. The Contracting Agmey(unshed signs shall .nuoi devices will be requeW Tim .nuaemr shau be be rammed to the Engineer in good coMiuon All such ssg. respnalihk for tousling;Nat trsfrW .sswl is installed sod lea, mu ate,or destroyed shall be replaced by the C ssrmmur auiouined in mnfomeaote to established Uadar&. Tht m kind at the Contractor's 1-p-at or Neu vatic will he aaara bur .ban eonfinunusir Doses. the operratwei of the deducted from the Contractor's p-Ymenu. U,WK .owl plan and sake prompt aqua W correct soy Cnmtsuctmn signs will he dnid d NW two'Issues Class A paYlems that betomc eridtol during oPeMno, onno urtwin n ngns .m Nose ngns that moos' m servi. throughout the con.wcuon or during.ma,s phase of the work. 147.21(1)E TraRc Control Labor Thcy .m mounted on Mau. esuting fixed sutscti ma, or The Contnetor shall furnish W personnel for Ragging end substantial apporu of . mmrpermsneut naum Cods B for the wisp sob mmova!of all temporary traffic control demuea conawcoon ngns arc Nn.c ago, Nat .n Placed aW removed and .nswaun signs oca.., W wOwl toff¢ durig dsuY,sir art used for.host duration.which one,ascend for me construotmn operate m. Flatten shalt .vat a '.went or most days 'they sm mounted on pmsabie or temporary ccmfwlion(flagging cord)from the State Depsnment of Labor mouminge If it is o'esaary W add weight W tin .*ns for and iodustrks(WAC 2WI55J05) Empuyees oftlu "I.M or stability,only a bag of and that will rvpum on smpstt.Nu he ..gaged N Ratting or traffic.owl shall w.r mfleeui a vom use. TM bag of sub slue heave . m.... weght of orb Nod has.The v,m sod NW hau sMU bo murnaved by the 40 pounds and shall be.wpended an Mort Nun 1 feat from to Contractor in . n.t. clean, and poesenuble oordawn.—qf ground.In the"M of disputes,the Fngir ar win daermue if a .mtr.tion sign Is.Wand.a Cods A or B eoMnuion ign. When Cods ea or B .al;rucuon .igna art inquired. Usr ��� work reprovbe Nne ngns.hat M. .sgessev I Furnishing, mro. m. , and disposing of to Msu or �-Nre�air,k,st supports for the ngns. M, such apparel or Initial.cyunmoe from Ne Engineer sod ubimste return egmpmam which u n.essarY or &..bk W prow workers to the Engineer of the nquaed Conmeting Ageey engaged in other aeuvnita will be Nc CoMnaor's resPooib.1o, funlahW signs. when the bid pmpoai Includes an ism for-Traffic Conwl 5. Initial ntaLLWMn..it aobsesturin re+ovsl of MIA CW- labor,' the work eo atamd by Nu sent .NR be WnitW to the A and B censwrion signs, labor "tared for fUgging sod for handling that Class B tea FunuhNB labor .no rnurlala formauaas's't the construction sign. and other cant o a y mffu .owl devuo age;N a cksr 7rsamsabk roMuon',and 5. All nhem IncueMau necessary for providing Class A or only for B ntn 1. See up and nmmvah on the site of ow wort. itunon ngno .cued.¢W tlu spprovW mR Reucstloand w temporary n W and pory norsgq Provided content pWlq that the Wmponry storage u on, Or r...oly near1°"'M°"t'sf� i .,oath to be considered,Nat site of—A,..it id ke 1. Relocation on the site of work.provided that,Ne new ^n^1e Wcason. arc W s.nNana with the unmet plan-, i F - it 0 appmvW mffu conucl plan, or Nc orders of the Engmar. Ae Page-SP-29 Rvvusrm Date.Apnl 26. 1993 _J it J 4 1 141 Legal Relatio is and Rspomibilitim to the Public 1-07L!gal Relations and r Responsibicum to the Public The Contractor shW be reeponsible fol protection of Vie comp wart red traffic at all Motu re,gaedlu.of flagging aed pea car 1 1 wrvicea furnished by the Com oming Agency. ud the All Contractor.hall be table for dar.uS. aryl mfurru .uffemd b ..j W, —oi for the work to pmvufe CYa$c.municum sign. on of the Contnewr'. cr,ratiom or my ragligen m slob,- 'eluded or the no contract rime for the vardw ether wnneaoon Ncmvnth « items of the wrist in th<bid pmposal,or be iaeluded in'Traffie CootroP,Lump Sum 147.23(5) Mmueattenl and Payment for Traf -c Sugm,gam,or supports that on,con,stolen,destroyed,or control which the Engineer deem,a be urucoepable,whuc then uu is eyuieed on the project. shall be repUced by the Contractor 147,23(5)A General wtlwut.ddawNl compensation. When the bid proposal cloto not include an item for an i I-07.]J�) �I.FWa PiIO{Cd TnIfK Control IeCaYry tralfK eommi. all ea.Y for Mi ..mi Mi be .— ( Y uKli ded, by Vic Comeacut" on the not wntran price for th< _ Through Construction Tone v.u.other a<nn.of it in the bid pmp.l 71.C.Muni The construtemn wm ours requud out traffic be ahW eatututr Noe costa bond on the Contractor'.contempute t ma"Wourtod on a portion of the mac wy during the progms of work procadum the ,it wing mwwy piloed toff.wnUoi.If this u the we, When traffic control term are mcludecl mute bid pmpo ol. the Contractor'. operation .till he confined to one-half Me payment a finned to the fallowing ads m.dwy,permuting trafEc on the other half. If,in air,opinion of I The imtrre e.r-mo ion am utter contract ad for a Me Engineer.one-wy putted"fr control u neussary,a atoll doom to occlude the uucal .., sign. for the re provided!for N oil of the following mu.ncn. beginning of the protect and me end of wnstrucnon ..- .,gn.Any wmmg ugn,for side it.on the approve 6eonoH. .r der a'o^t traffic control plan are Won imeludd. If the project ras+hrrnde c,ntiaU of two or mart seecioru,the limits coil.apply to creel each section teividully. ,rave' A detour providd on the plans or approvwi by Me eaeev.urr Engineer (or by-passing W or any portion of the cowtmcuon,compactor of whahcr or not the ermine 1^"' '.Fri. T^^^` of the duour.rt wi 1.the finds of the wnuact 5. The Ntwl point of envy w or emuing of the public . mad system from Contracting Agency-furnished query,pit.borrow,o:cope spa,or from Contracting .., C'mr it Agency-fumuhed haul motto timing those Lira.when Canoxror-hrnuhd One Itm Alord Triffu Control. oMode the lumu lo I aLove TM Co waetuo alull famish Me pdot cone and drirenil for No p.yrem well be Wade to me Contractor for traffic Me pilot or control.m. Any twce.s.ry fla,en .lull be contrri semi rtquued in connection with the movement of furnshd b the C -w-Fortino—F Y imntto r'K'4ievid•'e '."mumibo or the fouling of morose ouuide Mefund,of 1. Z. � oil 1'above When th bid proposal rcludea an rem for-Convxlor The pmvupm of Section 1-04.6 wd1 rut apply a any traffic Piloted Traffic Control.'miasu.,and payment will be control ur tnftic control inn. Hanevrr,the arm'Aheaewnee in pmvidd ac.:ecoon 1-07.3151 omd-Priowhqre�Tmffic Control' will be considered for an W:.m the bid propoul dons not mcldc such an arm equitable adjwtment only whim the total wntnn prier Nausea and Me Engineer deems it appropriate a control traffic in or dec.by mere van 3 pcmo it Tsvrcr.the mi of rakuloting payment will be the The mnsunmimt and pyoeni for the dome uscluded N the � at providd th Section 1-07.3(5) for 'Contnror bid pmpoial for uaRK control win NcunUf wahut the Imi of 1--it ".Ific Control- oft. des gunnery for deal rem 1, 2. and ) all will be made to the Contractor by the earoedm Lite gwntcy N the bid proposat Contracting Agency a.droned below or at describd in the As a drtwa prmm, the Contrition,.hall, .t the imd of Sporal Poi e.cb day, love the work.m in ouch edition dot a con br reveled without damage to the cork,wahoa danger a traffic, I-07-Z1(5)B Mtssurm.enl 1 and wihom one-wy piloted mRcc wntml The Engmmr will be 1 No apxih:unit of me.umrcrct will apply to Nc lump I+ I the sole judge as W whol or not inclining.be dispersed with rem uem of Rc after w *mS boon. If piloting u required.flee wonting Won control it.a rareleaanm or negligence on the it of the Contractor to fortis properly w.dmon the.,it at the end of the day, .uch piloting an or n, � corn shall be borne by the Counctor.If the Contracting Agency 1 to fumuhung the Piloung.the conic chorged to Me Connnclor will unclucir Me pilot mr.Mr,pilot ar driver,and Me rim Doggcn --, 1 Page-SP-30 Rms.an Dots April 26, IM 147 LAS&I Rdation;well Respornibilitiea to the Public 1-0T[.egal Rdatioris and Reapon•ibilitin to the Public 1 e (a it } Ir-d p p. 1 00 bpregewFyuaait'+a Gi23Hih-4 'Re a of pro I'll"O fee 0 o M- A6Ye.w. ...he ""fu ,.. ..e.eeev-•. a.w eee iea•ue t h5 at Gale, I to or +iwfRe6�eFbaFer,yw-Ax.r •.�nrr+,:xwrtbeanoetesfeep.pnww - - �.ewfFwl.Fe+-.eu.N.-+ted-in 1-07.23(5)C Payment I •�Traff.Conuol,'lump °°"t'^bdO^°°• fer--W.. r um The lump mm corset pnce abau be full pay far a8-4,hn ae ah wao nor wvcred by oNer speed.qy items m the bW pmpoa•1 fur lurnvhmg,uuulurs.m•inuinmg.•nd eemovmg oaRc wnwl devreea required by ncc contract •rb as directed by tm Englncer m !1e'r'1.. 1, annfurmance.rsh accepted atandarda suit in curb CYYOR Y w mlzi i. caret', asd mmieniu dlaruptioa and uuvoemieae m the public. ,.d - 0 it Ffie pmg., pymwr Ibr, ncc lump run Item s •fibf Tuffs Ccxnuvl' '"I be nude u io0ow• •. When the mitul wming•igm for the beginning of '^"6N'°d�ry the prej.t"oye a.d of wnrtructiun aigna arc N uoubed and approved by the Engineer.30 percent of du amount Md for the rmen will be pad. w . -'9. �w , P.--i ,%dddi°^•I b payment for the resuming 70 percent of the amount bid ter the nem wdl be pad on a mm-rcd in:ccordance wiN the tool pb pmgrua a• dtlennuwl by pmg.payrtwrn wetew.. -ti.atrnonir +-eanaroe�e ..r f•ba.+rf.e ate-be prtax.. ,Mwneryu.x F"W'°-,'. . of i . �.-....d- , .e-sR� d ,p. a p F 6 r J �er+aMN+ewi ad to, .» a amo J , , . i qvoaw�S ad Aid y Ya "Ad"aN .ee aMM+e fW MY to +R� as x-.it .-1 Ae NH'TI bser'y."P'wn"r'�d d w-Mr+a>4ee-a-he-2�evwMww•Fwle 'til..Abe RM !-It"be' FWW by I, Page-SP-31 Reviawn Date Apnl 76. 1993 Lam_ 1 J I49 PrOSECUU(ni and P og aess --'-- ' 1-0g PlsuaufNrn and p,$)g,eus m�evawe}-ywna;base naa.ar) permits ha" been obuu`-d a, in the use or nh:se, that the rramrstiup or the pmpmy his bem 1d7.24 Righb or War u4sfartorily accnmptuhed. Ile mrmmaH .baH include the Panty number, addreu, and date or sgumrc. Wrtem T^^wded rehsm shall be filed wkh the Eagmaer prior a Aaeptaon, be neassaw,— -a dbMbWe 1-07.26 Pr nal Usibibly "Public Ofrtcaa Nurser Jtc CaaVaeei<g Agency Fwmonwrne of the the+sMr6eeuew-}qgg borsessT Engmsr,rqr any dher ol&a or rmpbya o(Nc Swat right of way lives.ymtu of Stale shut be pcnatuny bask for any s,a or !.June to act m of mutrvnaa eafemepts,and limits on-loo a, with the contntt, a being undernond that m such Permits will x indicated op the Dr.wioy. mnen, they are .cling so1c1Y u agmta of she Cm The Cohesetwo. wn•sructbe scu'din .ban b, c.sar.ed n-aelug within there funds. rva.,eme ' for use of prime ��) prop[.)are made. , (:eaaa0y, the Conlrarsug All u ban obtained, IM.27 No Wairaof SVte'al.egal Rights Prior m bid umuV,as rights of a .tad rasapeab, bah The Coatrscti .. permanent and temporary, pamsaey for <i eM °ic Agency 6aaro+hall not h< pn.:l,td, or rnmpMbn rf the Ndrb. Eac carrying out the ppod by any _umnenr, amome or ceeb ioasc MOO ' -o Coo Vast eptiOOs m this will b: Dowd u, rated,begone or.her the mmplo O,and smeynaat o!the work lbcummta or bmuy, to the ",hwcur's pymrnt Ncnefor from s abmsioa bP.duly.sued Addendum. character of Nc work perk ram,anduse nationals fin thou"[ and Wbmna avl of the Work u saxomphshed no or Cunrractur. or from showing dint any such tMhod by the through Property oho than public rrgbt of way, the .throat/.Or arubata u untrue or usmrsatl vwasuneonmc ConVsetpr sban roil!and luVa.0 rn•maeta and stipulationswwrk ar noOO1.ls do not conform in tact t Y rode,or out the of ap) euemmt 'gram-,[ Obtained b u taw mnrnct. 7lc . Agency from the owner of Ne priraV pro Y the CoovaMg CopVactr.rg Agency fiyssban not be pneDladed or abppcd, euemmr Perl).C40.of the mtudhOtaodag sn, such meuuOeMm,e.,MW or mmf..W. agrm°e-sV wit! be ialuded in the CovVact and pymmt to:.Ceredma therewph. from move ing hom Ue Rcy6iooa or mdr a, ble m the C4m-saur u wean u Contractor and Ne Su aiu such Pes lse-1 after whey hen Dom to by Lite Engineer. neason of the Coomeeu,'.!soot,m oumurll u h 0. sustain by N'hess Z.e or rights of entry bare rot been conuan NeMer the )Y was du ymu of the atquVed prar m ady usS, they will be so anted o. the WYonmt for Ne whok or mina by the accessary, nor mY Drawings.7be Coptrattur sbaa—penceed wah any of tour, nor any y pn of ute worl,ror my enenean Of the Work in.eras win, )Poerrov poaagsion taken 6, the Contraetipg Agway en rghl of w.•,easements or rghV Byraelun DpcnV a.waiver of ror phe C or the contract or of entry hsye not brew acquued u.tU the Engue,e r,•ti a to of sr,) powrr sue as a wal of or any night to damgn senor the Convumr IOf the rha s e way or,memmt a anal ble Provided, or bar roeo'ry of an, money wmng(udy or or thin the fight oI mV)has been rerri,,d.i(the CooVavmr erreno+uly ptd m Ue Contnrnr A wirer of am bmrh nr 's tle4yed due m sets of OminaD op the th< rontnn Cgentran" part Of 0, eas not be held ,, b< . w„ Of an, nor, n � a6 Agway in obuuivg memmu,right/of euVv or aubseq,en[bmauh ever r 1 right of way,the CooVaetor will be entitled m an Iceman of r,e COnlnemr and time. lb-CDvtracwr agrees that such deu. .hall pN be a the Coptrartmg Agency gyre brescb of rnovsct, ncoentte that the unuse of ovcne Liles properey wawa shall be giren BB hour,entice prior vataunn.�buw� Comeaor emuhN yo Meus_tlag _ B m mtrtrna taw to '" h/ the C:onVsnm. Ilia includes entry, onN advcnelY.Baer Nc CopVaetivg AgeK, or ubconmtton eusmrau and pdgse property when priy.ta impmyemeub Cedeaeor Thenefon, Nr Contra,, )wW .,. than the meat M adltasted. agrm N thug,, sr, Nc Ile (boVwlor shall COOtsK11ag Agewey gyy`a" and an ,lair. for such he ropouible for pmyidieg, ovcnelurgn.without dpemr on iabdii, N the "coin,eying Agency, any sddaaod 'and and ads there[, at the Contr .r may drake ror temvoe,,.y mwstnwr 1-08 PrOWCutiou and ProgrM f mlaWy,or oyes Iscshua, eflregu of Covv.,<tur a :. Dewey.,before thing any priyue profway,whgher adp„oivg the s1D1k or ms,the 1-0g.l $ubeonlntYing Coors nor shall File with the Foginar. written permusao Of the prieaV property owva, and, upon rain' the Wbrk done the C Ouam,-. !q Premises..wrhiteo release from the propan own,of each account for at lout 30 percent.!the own ar nuauon shill: property disturbed or dherwhe interfered wish b ''Douse. aeon total on&.W con of or W sign, b-punned undo the contract.Ile )reasons of Cormsetur m a OOorl"a 9 Nis Peroemgc, however. b, 4 signed b-the priraV mfemml shall Y ubtntt(from the w.esays..e-yW.. a Property owner.or pmpr authuray Awarded Contract Rice)use ousts of anv.ubcontncted w..r{ - anti"for she ownee of the print/pmpmy.Rated.staling on aeons the mrvad dotBru to that Worms..his Men granted to use the en as.pectahy aeon p pawl.pa.0 Page SP-32 Revsston Date. April 26, M3 L__ f - lay Proseruti,ur and?eogreo 1-08 Prasrcutior.and Progress Work performed b nest the req-iremmb(or MBE and appbeabk field measurements. The Convenor shall WBE midivation will be considered specialty iems. promptly upon to writing on the Engineer any offlkn .error The Comrade, shall not .ubcnnuac, work ..I., Nc or dm,,p.vty which the t'oatracur mar dkmtes. E pneer approves m wrcmg Each request m subconu.ct dull Aber the Cootsatt W been seruud, but prior to the be an the fom. 'oirmter provide. If Or Enguwer requeva, Cnotrncmr begNning the Work,a premmtrnttiou aubferen:e the Contractor .provde proof this the wbmntraclor t,u the will M held hefween the COntrnatol, the Engineer. all experkfwc. ability. and egmprruent the work eequuea The subrontracton, milrtr, degrtmm4 quui public Wilily Contractor ahW M4. enco auxontr.cur to comply with companies, and such other inter .ed parties m ay be Section 1.07.9 and w fumuh W ccni&sus .eW su,exnu urked, wdh time, place, and d u be determined after rtquued by 0w contra award of the mulraet. Cub N..0y,a reprevenutive.f the Along with the eequest to sublet,ih,Conte a,,O,slue.ubmit mbuaram will Intend a weekly coif.,to cow progress the rumu of any cormamng fume the aubeontndor proposes to and discuss an. Pmbkms that may he in-urred. The t r, use Is age,u. Collectively,these agcou shall rent do work slut place and dace of these weekly meetings shah he esubinbe i at sMscods 25 percent of the but amount lubmmneesl m n We prr ccrostructun coufefence. .ub n.u.cter. When a .ubmmnear u reaporuibk for The purpose of the peeconsur cOuo roufere will be; ccnauwucn of a specific structum or .uueures. am following 1. 7h miew the initial progress scbeduk; work may be Perlommd by sgcou without beung subject to the 2. To auMbh a aorkioI, teed—taudmg amoag the 23 preoent hrnirstion: tarions Partin aaa. 61,sf or aReeted by the Work; I. Furnuhmg and driving of pion,,or d to establish and renew Pr W,rrs for progrc s 2. FumuhWg and usehlu,g cotue.se rtinf...g and post p..mmt,oolifratmos,sppnreab..ubmivab,sec.; tenxonmg seal. 6. To establish normal working boon for the Work; Excetc for the 25 percent Iona,agcou dull mat the same 5. In renew safe,standards and era Ric conuoh sad rcquirt,rcn s sea.ubcontr.cun. 6. To discuss .wlb othn related items m may be Th ingmar will approve the request ono d mtubed wed Pe ,ot b the W art o¢propu.ed subconuadoY9 Ksord,oquipment.expenenee,and The Contractor-bush prepare and submit at or prior m ability.Approval m Oboon,ad.han on, the prtcomtru tioo mtesug We following: 1 Rcbeve the Ca.uaclo: of my mponubdnv b cam 1. A breakdown of all lump sum hems; out the comra.r. 2. A tot of propped subcovuscun; Rchave the Conors or of any obhg.uons or Whither 3. A prelmuary wbedule of evorkng drawing under the canto m sod the Contesao,,bond, sebmitah;and ]. Cmu my contract between the C.rnea,ng Agcnc, 6. A list of material sources for'spp,l if appbt.bk. a:W the.uhcontncbr,or The contractor shag ootif,71t City of Rmbo.1 4ut a t Coavey W the .ubcantraeor any nghu agaun, Nit houn prior to mmmeoribg work, 71se name amdwmmm Contracting All icy shall be pro.ided to all emergesuy screen, be diafiug 111 The Contnawg Agency will not conceder a mbcontnamg from . pbooe with a Reoto. eachange cekpbuve vu.M, purchaec of sand, gravel, crushed alas, crushed .tag and the school dbtnet when working within a roadway right - LhA concrete .gg. lgMs, real, con conceit, fsbne.iu! of-wMY. The rontractor shall ob. notify proper, (lwoen .uuctunl.cal.tad MY other outmisb supplant by esublOW adjacent to the consuucliun arcs. Wdicatug the duntso. and recognized commenul puma, or (2) delivery of th"c and proposed time of arcesa cbsore lu their propene at all y' maunau b the work nu u1 vehcln owned or operated by such times. pk,w o:by raognum commertiH haulvtg companies. Toe Contractor shed unify to the amounn paid b any 148.1(2) Hours of Nork Dwdvmuged, Mummy. or Women. Business Emespcues E.eept I. the rase of emerlear ar unksa oth wit, fom.tut we. .ubconlndnn or agerns on the comes, Thu approved by th• I-ReWtiolt Agem,, tht eorm.I .Lr,4b, anificauon shed be supplied wah the Final Contract Voucher tame working huts, for the roetraft shalt be any s aaautier Cenificauon on Nit Form peovWed by the,Enguseer &boor period between 7:00..m.and 6:00 p.m.of.working . If dissatisfied with any pan of Nit.Uboon"cud work.the day with a maximum I boar lunch break. Tht We,., Engmcer may request W wening Out the lubrontncw, be straight time 8-hour working perkrd for tee coctract shall M re.-od The Contractor.hall comply watt,Nu rsqum,n once established It the preYlns(ructuo conference or prur to use end 1M11 r,ol employ the au1conuscyr for any fuller work COnb.Cmr mmmevriag the Mor6. under the u.mnd If a Coa4aewr desires W ,,e rccm work an bond.,, Saturdays, Sundays,or More 7-00 a.m. a after 6:00 p.m. 1-08.I(11 Re nsf ssetion Confexarce oo any day, the Conuartor Man, apply in ws oulft a the The Emit ter ws0 furobh the Contrmlor wkb up to 5 Engineer for Permission to work such times; Permialon b copies of the COntr.et Documents, eacludivg the two fully week bog-r than .n B-hour executed copies. Additional documents may be furouhtd 6:M m.u oil �qu bsMan 7:Ou mitt and p. rcte'than .Such requests soak tot day prior b upon rcquml a the omt of reprvduetisn. Prior u the F,ogiveer no later than 0000 ov the wor 4ij day Drier u undertaking etch pan or the Work the Centraeter sb.n the dat for which the Conaractor it requerling permWun ter enrdn8y study aid compare The Contract Documents and work. cheek and .erift pertinent figures shown therein and all Page-SP-33 Revision D.te Apni 26 lW i 1-09 Plc t tion and Prollm 1 OB Prgadvtiar,and Progrco Prmwim m work beerteo We hours of 10:00 p.m.and epennense..tno.fewueceer�, --- — y 7:00•.m, during weekday. and Leoetn the hours of 10:00 Me- p.m. and lt.r0 ..m. oo weekend, or bobd.es ray alit h � subject to none enotrol requGmrou. Appro,.l to o mime Notice m proced will be gi,en after the nwvact has wort during Were hour, may he rrroked at any time the been nrutd ad the eootran bond and evArne, of Contractor eccerdr the ('oouacting Agency'. mite comroi imunxa ha.r ban apprtwed and filed with We(:otttraarieg legul.tiom or enmp4ittv .re r.rd.d from the public or Agency. TBe CCOVacmr,hall nM mmmexe We Wort until admitting property o,n, regarding the m4r from the the Node an Proceed ha, been gi,m b:. the Eogiotn, The Contncmr',operations. The Coot nit,,kaU here m Haim ccom tYor .ball enmmeat "onrvrtion acti,eks on the for damages ur delan.houW,urb perma.ion be mokd for Project Site within 10 dot or the date.,ety d ho the NOtke there... to proceed. The Work thereafter .hall be p,me,uted Permwoo to work S.rurdan, Stool.", bobd.n or diligrnu,to enmplrbot,whin the Contract Tim,. other than the ngrmd upon Coroul sVsight time working boun Monday through Friday mar be giem ,ubjert to I-W5 Time for Completion ratan other eondkioas M forth by the Coowwtiog Agmcy or F.nginrer.There mndniom may in:lyde but are out,limed The C.mrvcwr.hull romplec all comma w.A wine+.h, m requiring W.Engineer or loch M,buon as the Engineer number of'worltmg day,'suVd to the.pawl pm.uwm or. may dmm ree—Mre to he present during the Work; enrodd by the Engmor, to accordance wiW Section "S S requiring We Com wWr w reimburse the Coovactiog Eery dsy i..'wortmg day'unlns It u.mnworking day or Agrety for the rout of storks paid Contracting Age, �°Engineer dourmined"'workable day. A maworkmg day ®ployees who worked during ruck time; mnridering th< a defined as a SnuMay,.Sunday.a day on whwh the mn[nn Kock performed on Saturday.and holiday,as working days spec&ally su.pendr w A or one of these hohdays. lanwry i, with regard w the Contract Time-,and mmide.ing multiple 44enday-e(.feFrsey. work shUu as multiple working d.l wirb roper,to Coovatt Memanai D.,.loly 4,Vbor Day.November 11,7TuN.girmg Time e,en though the multipk,bifb recur io..i,),24-bour D.y,the d.y alter T1unk.grvmg,ad Chnnrtus Day 71e day Mind. Aobiamt may include,but ore nut limited to, ur,n her.. Ch.atmas shot] be . hoGd.e wba Chri otam Day crew.; personnel eonnel form the Contrrting Agency's mataial oreurs on a Tuesday or Tidal. The day after Christmas luting lab; has Peaen; -'Id Other CO--,-ding Agency "'AU be-hoUday when Ch:arena,fay Coeur,on.Monday, ens Plot' when m the hopPurg of the Engineer, ,ueb work Wedttad.y,or Thund.,. When Ch,*,,m pay W..on a ' aae,itatn Weir presence. Saturday,the two prerding Imrki,dal, .hall hr olsa,ed o bohd.y.. When Chrimma,day oecurs an. Sunday, the 1-0g.1131 Reimhurwnan for o,ertlme Work of two working day, following skaU be ob,u.ed a. bobday, Contracting Agent,Fmployem When my .1 their bobday. law on a Sunday, the fonowmg Wbert We (U.V.rter elert. to work on a Saturday, Moru4y-h be Daunted.eanworiung day. When the bokday Sunday,or Other holids,or longer than go g our t,-•", fold on a S.tu May, the p.ucedmg Fr,da, dull bo rountd a oa a regular workittg day, as defined W We Standard orm rki „d.y SPecbfcatioas, such work shall be o.ider d as orcrtime f^ne"°eg wont. De on sueb o.erhual work an bmprav,, skaU be we bw w. Pmod,sad a sung crew may be required,t We db°rerm, of We Engineer, The Comr nor .hall reimburse We .+eling-dato-{ee-aemrse-bnrarwhinlraw.C.enrn.nµ.y.,git.an Contracting ngew. for We full.—out of We rlio,ht time Neddoll darepmiheA pIM oerrtime emu for emplo,as of We Comom,,ng Agrocy N required m work C,evano,hours. The Contractor by We, Sperifc,tiom does hereby auWorlre We Engineer to deduct,orb men,roan the..out 6 gorem+dl . d. due., -become due him. ImmlIet 0 It. eeoesal-11.fwaak keley {sr 1-0g.Jl ll Rujec,Mlartagtyr . l StdMare The(9,of Renmn Mes 'Mgr ft Projert err 3,0. m Pentomb, rheoules sod eharth. The Conractor b °ii•Re'dduemr•*era, s. yM encouraged m,ulork Wr rheduks required in aectio, I-N.J pett { on disk in We•MLcra ft Project eer 3.0"format. -w1 hit g 1-0g.4 P.oya,ttion of Work ' Wyk Duriog,h<klr of W.mofrael,each king d.y sh.n be clarsed In We movM M h Mart, The Vatrnmt in abo Agrery, "'haw- above We mnwcking dal and any Partial or wbuk day We �µ4 it, "' p it Englnerr dm4res M sowork.bk. KnnFd..m_rM.,-eenee., Ae u°wurk.bk do,i.deflod M.partial or whole day We Eoginet,declarer,m be unworkable beau,of weather, Page-SP 34 Re�imoo Date:Apnl 26. 1991 _j i a I I i 1-08 s'Prsnectstion and Ptngre,n , 148 Pt'01eunation and Pra`wa madsnns caused by the wrathe,or loch ether mnit". kysmd the sentml of the Contractor prermb wkn ID =LpuaWW dawya per svoaung aWlfactory mad sire that Lie oe.n dollar). i Penorr d. of the work. and soeb dty Imo.1 on m Pufornnae, if ..e hadesd, would hart sthnwitr C =Oriywl enemas errounr. Progressed toward rompktioa of the work, T -Origasl tune for mmpicuen Each successive wowing day,hginning with the Notice M proreed Dsal and radio,with the Actual Compktne Date, shall he Charged M the Content Time as s ti¢un except a Who ised day a Eoguerr part of•day Which isdeytuted m sso- bythworking day s .The Faganm.widl furabb the Contractor a weekly repo, 'eel+-see showing the number of working days char,ed against the Ca"bW Time for the Pneedusg west. the number of working days specified fur ram the motruv time e-cumn¢suer Uir date so For ore.um in number of pleton of the R'ort, eatabkshW,me formula working days remaining M mmpkir the l ctrk, for Equidatm hmages shown above will not a and the elf esstad Completion Date. This werkl PPIv For overrun repo, will m contnn U.occurring she'the subsuttul mmPWton date. be mrerated with the Contrarror'r current sppm,n, h9ui:sled d.,,ts shall be assessed on tlw basis of it. progreu sebeduk.If the Contractor skcb to work 10 boon a c'n¢n'aemg and related ram usigubk In the porter,urytl sbbe day and s days a wee'a a.10 saheduk)sad the filth dal of dste of sul mmpktion of aU the mntott work. 71te the week iu which 1 410 shift it worked would onfuterU. he Contncsor dull mmpine Iha . c 8rgrd u•work' sh nuinin[ work u pmmpuy u be cba 1Og Y then the filth day of that week wW Possible. Upon requu: hY the Project Engineer, lac C.,,ot,or Red u•working day whether or an the Cnatrmrutr aWU furnish s wren schednk for mmpktury the mnna. works oe that day. L uidsad duuge The Coorrmetar will be albwsd Id whmh an esteukn or s not be esaeaad for snv days for the date of each r calendar days tram time u granMd.No dWuutMn cr P-recent epos io which M file•wribra protest of an of bquidstW damage wiU.m any au ,rek.the"' alleged derrepancy m the Contract Time ac reported. To br from further obhgatwns and Iubd,;,,. M mmpku the entire muidered by the Eo,ineer,the greet shall be in sufrrknr comnct detad to raabk- the La,- M ascertain (be basis sad Thc liquidated dansages do not anmunt al' time dv ut addition M, da ioeludo ad ice a D (khthe Co the report will M rand from rents (or iu deemed M bare been aaeptM by the(uomacmr as srorrart. legal epeue. and mu, rub iaurr�� tupenbins, Thc Engineer will give the Contncmr"am,non,of mr ram I,ioo beyond rontrad p shalt The mat of equal to a iuptrt., mod mrassumn dale in,oU work me contract rearm Thar date shall Plus 10s-etPe sent ham, mewuot equal M actual gar. most .PI) the the dam of mmplrt-on of ou mntnre but dull not Plus IW perrrat for ovehed. singly the fsseieisry work or the mntna. (cntracliag A,exyl scccptancc of me I-08.10 Tesmirutior,(Contract 148.9 UquidSW Damage 1-08.18(11 'Tereninaution for Default Time us"'Live casmee of me contras, Delays aronvenlencc The Contra"g Ageoey enty krm'rk the mmnet the traveling public, abswes traffic, aserkre w Ih and 1ekY the occurrence of any one or more or the folia Won oanmwne,and unease risk to lac hwsy use. Dek I 1: the Contractorsupplywmg evma:�� ¢ ^s dW coo (ails al mlfurm flax pyc.. undue soon of money, adding tune udW to, worksrs or miLLbk tukrisla or work ac rquipmmq sdmawntion,engineering,Mspcetton,and supervlamn. - If the Contractor,Pow or fans M pronsiae die 9ecsuse the Contmeong A.ency firth it mprarteal to voth such dingerre as will ensure as on use it wilds ekuWc the tw;rail of delays, a has adopted the (n0uwmg the,rig-1 mmpksion acme and any eateukns of time brula to eakuWc.iqudasad damaya for fsaura to eumplcm s wi ich may have bout mntn,m time. c emoted sothe Cnnkaaor by lunge order or amerwue; AccoWa¢ly.the CumcaoMr agrees. y If the Comnctnr u sdjudgW 1. To Pay(smoMag to the following formula)hquidatd nuke t b"a^'pt of woradia or Yemen aurynnertt for the benefit of cnditon, - dawge for Bath works,day beyond me number of Is if tW Contra of or•thud party files•.,S to wvrkm,drys established for wmplwon,and take advanaye of any debtor's sin or M rmrysruze To sudiaruc the Eegma,r M dWtrt three b,,dsald used" the bankruptcy or similar law. m g "°ems the dawirino�mm crag Monty due or rams, due to me Ceruncmr.or if s trwae or nmiver k appotmN for corthe Carutsou r or for any of me Canlllrt n,s properly on scmunt of the Contraetor'a msolvary, and the LIQUIDATED DAMAGES FORMULA Contncmr or da succramr In interest does rux DISC ldequte usra urue o: future o rase,vide LD -T socoMance wi:1t the eanmot that 15 calendar days of - reeeip of•Mq-.t for wunree fmm de Ccntn,my A,ary; Page-SP35 Revssiom Date April 76, 1993 A.� • ( f 1-0g P.neallti0n Nd Prt puts 148 Yruaeculion And Progress A. If new Contractor dungAda Lawn. odwa.« roll, by we Cortraamk to the Connaaor. If the total , oow, Rguu:wru. orders or .wnrlar requte nu of "Par"ao d\rr"o' Asa'wee wpaid balm«,the Contndor \ray prb1W ermy bavmi jurudaction, And de Surety sn L :w wmwy Ad arverWY lubk to the S. If the Conteaor dureprda the wabonty of obc Contrwong Agemy a.•d .hell py the ddllcrvrs to we eontexmng Agency: Contnetini Agency 6. It do Comment Perfurrru work which devuta into. S+wpe.rtiawon deoun' , was ooarut,Ad neglects or refu.a to correct Rpad In exeetainy the Contncung Agency'. right to prome.te wok,or the rompleuon of the wok,the Contraotng Alicncy .lull bave 7. 1:we COMnaor therw to vdLaua to any materul way the right In ealow pa wok ducr of m to do manna.mcthud, AnY Prnvuan-or recuuemenb of the contract Anal re"mabknul of rote am of compkmg the work In we On..- the rentnetng Agency daermmm NAt suffc.enr even[Jut the Contncung Agency taka bola for ra«dul work au.e —Mu le tenrunu the contnd. wriAco nnucc -lull be or comploo n or the prona,the Contndor.lull era be ebgibk W - to the Cunn•nnt Anne lt. Sunny odrrawg Nat thr for the..01 of..h owale,,. Con"oror u on beach of wee contRd and t A(the Connrador u In the went we wn"ot u ,,womed,we aemwuuon.bad to Rnredy Nr bench wrdw IS caknd.r da,after the ewtae,u trot .Keen .ray nghu of the Corinawrg Agency aguM rote ant.In caac of An anergency\arch At potential damage to life or Contractor. The nihn all rarnodus of une Con'ncnng Agency property,we rapoose toot to rancdy be btach after one." under we Teemwuwon Cimae art in addinon to any amber right m.Y be .honerrd If the rtmafy don not take pia" ue we And remodel provided by La» or udder new eonbad. Any uwf.cuon of tM Coma.-wi Agm-y, the Eng., not, by mmdun " pymnt of monrw to the Coanaor by the acrvmg wneen 1 to the Conrrwvo .rd Surly cMcr Contneting Agency will not Relate the Contractor from Wbda, 1. Tnn.r.-r we Perfo,m of the work from one If A notice of kenruatWn for default Su been u.ued And rt u Cnntndor ro w:e Sunny,or Later detenwoli for any ewon watt the Gmtnmr wu not in 2. mu ore contract and.1 the Conteaeung Agency'- rkfmlt.[he nghta and obhgauvne of Me patua eh.L'be C.e mote optwn prwecone A In wmpknwn by eonuxct or " if we route of tlyrowuon had been ".red puRwnt to other ate Any extra men or dmaia to the Tetmwutwn for public ConverxvIne i,Senora 148.lo(2). Thu e Cont vng Agency.hW be ddrrcred hoot am money AMID -lode urmwuon for kfauh heaum of tiluR m due or coming due to the Connector onder the proancune the work, And me delay wu food to be euwAhk wntna. under the prvwuion.of Section 1-09 It , If the Engwwa clean to puraoe one Rmdy,b wow not bar the Engweer from punting other rww d,. on t n, tame or 1-08.11 Contntwr'S Plnl Lod Fywpmml .ub.oyrrent brachu. (/Iron receeipn of•notice Nu wee work u berm Wuteeted w 'Me mn4Ador.lone.hall at AD till late rapo"ible for the Suety, wu Sunny .hat aver upon the jol ua and take the Wegwe , afRrkixy, and xuffeimcy of hat And his P"""of all maurtaLa,tool-,And appwanw for 0e purpo.c wMnotractor'.plot Aad equipment. The Owoa shad h.re of compktui the work uuldd under Or contact ad employ the rigbl to make "e of the cuntranor'a punt And by. .watt err onherwve any person Yr person.unto dory to Nc equipment in the Performance of.oy work on the aloe of theIR Engutaer to fmuh the work ad pro ode we mauratla without work. W urmtmuon of the cord. Such employment .ball rwt v The"r by the Owner of such Pla-.,id equipment Shaw th_Surly of As obbilattona uda We sonnet And the boo if be oomidered"extrs work And lid for a«ordlgly, wort it A tamale,to the S. •y.mynrenu on aumate.mweemg Neitbrr the Owner oor the engineer "some avy work Aobsequent to the ,wafer abaE be made to the exten[ rapo"ibility, at any time, for the meurby of the ray from jPemtioed under Law to we Surly or ill ASaw A,,,w any right the till orAtearor's o"atu" AA..mamla lj SAW foal Of the Corttnotor to Olkc.ray clim. WtPu[ue of We work by the euginetr And the Owner. 'ILc If the Engi..r tetmwatkA the ooand or pmwda tuck eoouaaor shad rmpiny ash mmure."Additional fmring, -uRtenney of labor or water... u mciuied to ownpkte We barricades,and anteltmm-errke,As he deerna are emrt for wok.We Cor.raaYr,-hW rot be awned to reoavc any tuner the yubba Nfly and for the protection of We aloe and hb Paywor"on the contras untie all the work mntanpLakd by the Plant and Yquiproewt. The Ilweer will be prorNd keya for contact hu bent fully pertumrad.The Cmmactor.ball bar any If forced.clonal Arm. eats esrcnsa ucrrr.d by the Contnaing Agency an mmpleung ! •!:e work,mcldlg W t.:tux,eon.for«myktni the work. 1-0g.12 Attention to w,na and W d.maga .onawrd. or wOreh nay be .uaratrad, by the r Contn ing ro\ d Agency by on of ouch efwad, neglm, ltiuR, The mntrAdor .ball Aire hat pmo..1 mlob'. to And or discortonm«:c of wort by the Connect r 1: niuniaud Shall suPerrue the wok w ne end that It-ball ne pnaloed duaga Are pooled to taw onntna, rote Contactor .lull be 4hhfugy,!rid Then M k not per.onAl'y prat on:be work liable for attach hquiddd damage wW Aueh rnAo.bk time u She, he -halt At all till be repraaatad by a oroperent a war he equated fof fwl 000tPlown of the wok. Aker W we superintendent wbo Ah.d hA.e lull aatbvrky a r.arrte for woA o n—Plud by the roman hat born cwmplaed, the Anne,and W suuply matervb,nob,And labor wk:out defy, Eys-one w d,cakuLau the total e.PnAa m! danagm for the and who shall be the legal repramntlre a :he o,rAetor. mmpilod work If One tool eapoma and dwoAga Are Ira.won The contractor lball ber Ilbk for the f.'mhful o'.a.-[.race of my unpai'b.a.du[Ac Comrade[, the exca,wi:be Paid Page-SP-J6 Rw`lwO D&W Apnl 26, IM ._ J J raw I 1.09 Meuuranmt and Payrttmt 1.09 Measrrrenmt enl Peymmt any imtru 6was dehaered to bite or to his authorized Swaures-measured on the nest low shown in Nc Plans reprnmuBve. or as itnrM by the Engineer When a eumPleae auudure or structural una u speed 1 as the umt of.chaos uremaal, the .1 1-09 Measurement and Payment .hall include...tnmgr.nd saeeaarxs. Tunber - measured h. the Buti"M bond lea (MRM, actually use ut Ne aoucu Messuremems will be base oa 1419.1 Measuranmt of Qt181r.i.e5 nominal wiJths and thtcknc,.a and the enreme length of each li piece In mcasunng all areptably comPlaed Fri hems of work. Sundaid Ftanufactumd Items Itemc, wirt, pees, allc: Nc Engineer with sheen.Pipe conduit, tsc. what sPaifiedt - meuurtd by the 1. Use Jniud Sutra standard meaure. manufacturer'. Acestihcauon of gage. win weight. W. hiss, all meanremenu as describe N Nu sauon, dislocation, ese. Thr Enginnt will accept manufaaunng unless mdnidual apeci0m.ons rcyuue oNrnac, mWar.an by each industry,tanks,cite iipeciftcatton.require - ,A. 3. Falbw method.Sas..By rtcognated as conforming to more.tnngrm tolersoces good engineering practice, Cement- uxaaurrd by the pound,'an,or lack.A lack dull : - .. Conform m the usual patent of the Contracting man•sack rer,gtung 96 Pound, Agenev by carrying rtrneuremrnts snd computations m Aap ah - meaur by the gallon or inn. If melaurciJ by r the paper aign:ftunt (gore or lracuon of units for gWun.mession tent will he made at 60 F for will be mrraud ti: each ium,se to the v.lare st 60 F in keeping with A-cTM D 1250).If.hipPe ".yk 5. Messure hnv maslly or vertically (unless oNcmise by ml,uuek.or tampon measurement wIB be by tsar ocmhW �(�{ .peci6e). scale weights or esrh0ed volumes (cccreaed for ranelat lust The terms Gaud hebw shall he defuse as follnws in all .mute or not actually ..'ponce into the wvA) The rrsawremenu under Nu aeewo Engmar will use Ne following vulume-weght convention table -Lump Sum'(wh.-n used as an Item of paymmt) mPldc a compute asphalt measurements pay cant for the work described lot Nat arm in the contract Gage-(m messuremmt of plates) Ne U.S Standard Gage Convenioo Vernon. -Gage- tin meaurvenem of g.lvanired aheeu used to Aserege Weli and Volume of Asphah menuhcture"cottontail metal pipe,metal Plate pipe cuhcm and Gallows per Tun Pounds per arches,and mewl cobbling) that spa f.cd'o AASHTO M 36,M Grade ®'OF G,Ro. 167,M 196,M 197,or M 219. Q 60 F -Gage- (eat measurement of wire). Bast sPecihe to Ltyuid Asphab, AnSHTO M 32. 70 257 '.90 -Ton'. the short inn equal m 2pm pounds of.voudupuu 250 2e9 8 Ill weight sw 245 9 Ih For each has.of messuremcm lute below, the Engmccr 3000 261 It 30 wi0 use the method of mnsurement described For bid item-- Paving ArphaW materials measured on the basis of AR 2000µ 237 6 eG Square Yard or Square Foot - measured on the nut AR gmµ- 235 g 51 dunearon.all.in he Plans,.r a.M,.d by the Engnme, If Emab51ed Acphdlu an indrvtdual Eature has at ant of 9 quart feel or last, lc Apt Grades 240 5.33 deductions in ate will be mad,. Linesr Foot(pipe culverts, guard rail, underdnu s,act - No measurement will br male tar measured parallel to the .uucturm I base or feundation, unless I Wort performW or materials placed outside Ines the plans require othervn.e. shown N Nc plans or set by the Engmccr. Weight-waghed as requued a Section 1-09 2. _ Misuruils waled. used. or duposW of in s moonier V plume(of esc.vmon and embenWnen)- measured by the .vnury m the wmraa. avcrs&, a area method or by the finite ekmeol Smlysly 3 Rciuved tnaurialt (including uwsa rejected after method ut0ulag dRkal brtiss modeling tcrha�i ua. All or plsccmcnt if the rejauon .,Iw farm the some cmnpuudlom may be bated on ground elr:.enns and other Contract.,.future a comply with Bic cunuacu. data drnved phougrammetrica0y The Enginar may correct for a H.u0n„and disputing of released materials. conaure 5 Msurul remaining on hoe after the work u Volume(in Nc hauling vehick) - nlnsure at One point of completed. c.ccpt as pmvOW in -ectimu 1-09.5 and dehvcq Hauling vehtck, may he or say .sae or Lee the I-09.10.or Engrrwer appmvcs Provide But the eddy as of such Shape dust 6 Any other wort or maersal contrary to say comran he sctua oa4nts a s,be '-.day and accurately denseromcd If lament ant the Eoguittr requite, omnetor shall keel Nsd. .1 the dchvcry porn to facNute u.uasuremcnt 1.09.1 Scope of Payment For such min listed below,Ne Engineer wyll use line methnd eat mnsumment deam6W The payment pavided liar in the mmnct .haL he full pay ,cm to thr Contractor for Page-SP-37 Revision Dive: Apnl 26. 1993 L_ L_ _J 1-09 M"aettnmenl uM Paymmt 1-09 Mssr.rmtent mid Payment I Femuhing all m•terud.and perforating a tark under "furnished," or "furuahed .ad iestali aad, throe — - Oontrett luwldmg change*in dw work.materials, meditated,shall be the TrapnusibBhy of the Governor with or pin.)in.mmplctc and uoepubu mr.nrwr; regard to among, uOU such .ems arc meorporated into the 2 All nak. ba., damage, or eapurt of wbalever Work or, if such items are tot to Its iecorponted law the Character.rums out of the"lure or prowition of me work,deETeed to the appuuhk Contracting l,geec,storage the rmrk;and she runt prooded for b me Spdfncestlon Payment for 1. All expense uuurred resulting from a wspnion or material "fumished." but sent ye* becorponaud into the duconunuarw< of the work sa sWd d under the Work, vial Iw made oo monthly mUmmes to the meat contract. .Ibwed ',"he paymrm of any ,.Brute or retained perolumar sball not relieve the Contractor of the obligation a mate rood any 1-09.6 Force Account de(enive work or mazer«els. Unlu.the plan.ad special pmvuione provide mycoose. If the mutnct caUs for work Or materials to b<food for by me unit contract pried for t various bid. more shall be fill force account, payment turnout. will bit deumtind n .hown payment fur W labor,materials,suppha,oqu.pmem,inch,and bebw. W Other things required to competely incorporau the item into 1. For Labor the wort sa though the Been wr.to read"In Place." The Contneung Agency wed reimburse the If the "P.ymrnt' clause in the spociGcatbm for an tun Control to, labor and for aupervuion by foramen tee, included in the proposal. covm and considers all work and dedicated.misty to the part i force aomom hero of 4 medial o senul in that ucm,then the work Or materuu will not work (but not for aupervuton by general be me.surad or paid for under any other tom which may appear supermtendmm or gcnml form.").The Engineer will elsewhere in the proposal or spct:tduon compu e tibc labor payment on the best of the. four Certain Vermont hen.appointing in throe Spctficauons may factors. be modified b:be plan.and proposed to include •. Weighted We,Rau 1. The word. 'For Suucmn," •For Cmrcror Bamcr.' The Wdghted Wage Rate combine. "For Bridge,"pis with the mum of clanfy ins specific (1) the eurrtnt bole wage and fringe benefm the use of the item,or Conmctor to required and has i gr."to F., ' 2. The words"Site(Sid Daig,utno d.-wrath the int.,Of (2) Federal Idume a Compensation(FICA), clanfymg whew a specific used of work u w he (1) Federal Utemploymneat Tu AV(FUTA„and prritrmed. 141 Suit, Unemployment Compmulion Am Modiiivitum Of Payment Imms to that mariner .bed in no (SUCAI "Y merge the rose Of the.pCC&CImma TelaNg to Qae Lm6 A W'egb.d Wage Rau shall be computed for Colas modified otherwise in the Contract Provisions,the ,itch classification of labor used. Th'v rat Bid Turned; fisted or referenced la the "Pgmmt" chose of abaB rdlaet the Contractor'.annual met. It each S,tivn of Ibis Suvd.rd Spaifratitns.will be the only ,hall aeith, al wat is eoretall) paid 'moss fro +hith mmpeasidus viol he made for flr Work to comparable labor we fall bebw the dmcribed in or spcifned in that par&ular Section when the minimum required by Session 1-0T.v. If Contractor performs the specified Work, the loigude autborim overtime, the m,"The cords "Bid Ite 'Contract P.Item," and ` , W'e ghtd Wage Rau.hall be deeermind Item," and shot terms used th merboul the Contract on the .me bun. Dueumrou.,gono...us. b Tm,cl All...nce and Subsistence If the 'payment",lame in the Specifications relating to Thu includes the actual .vita of allOwaned for ( any doh Bid Item price I.the PToposd Form requires that navel O• .ubsduncc raid to emp"m b the did ash Bid lam price rover aid be mviderc^ wrrsc of then wort on due den Thu mmpensathsn for refrain work o• material esamtlal so the reunburaemmmt will b, made only if such Leer,then the cork or material will out be aval or paid 11I. .m an requwi by a regional labor t for used, any other Coe Bid Item wbih me, appear agreement or art normally Pad by the,Contractor ebewhece in the Proposal Form or Sp<ilEatom. to enmpanbu labor for Parforaung other work Piorall" uth Bid lams appearing to these c Industrial lmunn.and Medma1 Aid Pietro r--• ._ Specification.,eh.Md to vivgular form. TM Contracting Agency will reimburse Ps,mmt for Bid Items listed or ref„ mr iced he the Cotctorpaid premiums for Marine le,mtrul m.P.,mt" clan, of any p.rtirubr Section of the Insomue, for Su. of Washington latitudinal Specification.hall he rtmsid,ed in including W of the Work Insurance, sad Medical Ad Prevenwens which required, apencifwd, or describd m that paniube %mtion. become an obligation of the Contractor and art Payment hems will gemsall, be listed g,n,icaBy in me ehargrahIc w din fora account work. 76c j SWification,aid rpcifrally in the bid form. Wbea hems CormscWg Agency wJl rwt paY thin Commecmr J are m be "furedii dad, not peril hem .ed for Mdical Aid premiums that .n paid by the "h.tabd"zed, •von,p.ymmt hem,such hems shad h onpleym furnnbd F(M project he or. if specified is the Sp,a d (everhnd and Profit Provision, defiv,eel to . desge.td she. Mat"k, to tr Fade-..P-io Revision Pate-. April 26, 1991 ( � I L_ 1-09 mm,rant and Payment -, - 1.09 MPacurcramt and Payment — _—. -- — --_---- W'tlaonv]k. Oregon) where 'nM Contract.; Agency will Pav UK Concur Spk.a lbk(. and uon 20 percent of he such of the oo<u laud in a.b. Y 1 rverlKad general 4 Fora Account Meblvation and c ay oc to cover pig. a g� Farce \ocount riwbluAtion a defined u he company overhead, prcrd, and any other cosu p"Nary s,eh perfomwd by the Contncrur incurred m,j•,d.g transp.M.. of tool, equiprent, and For MYerul persons, ravel tune (when included in a b.g.,,teg The Cooncn8 AgencY coil neurbune utm. reemenu The Contncn¢ Agency raY paY for hvmce wen :ter Cottra peed T\arnl. The mob&utan of equipment and labor if the fora cost includes (mattght and sn0 exprcsa chilli. +rail account item u not an rum included . the ongw' axes as described'n Swlon Idl_'provided that the" contract m sal or such other cantina "out a may t La N,,hot been paid to same other a snnn uncle, be inclW W m the aPecll pmvwom as brief,eligible fate crt.o A deduction wll he oslc Inc any offend for munbumment We thohllatiun. Ofbtte work m or avalabk ducautu or con". if the Conusure,:t¢ Agency bas Provided O Contr+aor wit the mans u Pnpration(or h<travel to the Pm1vu.wen¢"I or Ws will no•be paid.Thc Contncung Agency coil not comply wig Ae ncy wa t Wowing he percent o The for enobiluc'n for off-aite preparatory work for Contracting Agency w;:l then add 15 percent of he Pay for aecwum Pecos under MY cueuresunm unless he balncr to cover Protect overhead. mr.ml company C rnranor spec ilical;y makes s request in wring h ovvhcad. P. lit, and any not, cost of supplying J material advance ha my in such neab hattef work The wcou, To support'Mrgea for matertal, the Contractor request eNl include an eaWNbe for muhtbuuon wed involving off+tbe preparatory work and he bate for m enhallv'P r he En¢mcer wig valid wptca of vendor reurburamcnt. The approvd of the Eng.ecr,will be env'...mcludmg trtngM\nil rxprcu bred.If invotcn uimd final prior to wmmcwgg-he mobtLutinn for all an not available for material fern he Contractor on" re \ceount To the agreed account of Hoch, the Contnmor shall ceNh utal cent by f didasa forceencb,l .ton for force account hall be added an If clatrns for m\urll costs src too high, amount cq.I to 15 Percent of than auto for all Wier ousts, including project overhead, general wmpan) ImpproPnsu,or umupponW by satisfactory evidcncc. overhead,and profit the Engineer ) debenture the cost for ell or pan of he.,col.When determined in this manner,the cost 5. SubwThrraao ntncton coil be slowed • 5 percent sou be he bwup ,anent weed quantity price from s cvrku he uul cost computed from 1.2,3.and 4 s.uttc tNt can aupolY h<mquued ganuty Including P o' for usunn<e.B&O sax.and boding. 1 dch,cr,maul 6 C,,.ra<tor MarkuP on Subwmn.wn The Conomeong Agency mmm- the right w do mateode In lit eau, he Contactor wth` When work u perfrntnW on•force+'count u be pmv� b ed mh<ontncton, he Contractor will be rocove w payment(or any costs.evcrhead.or profu allowed an sddiwbal markup equal u 5 percent of the 3 For Equipment tool at computed for 1. :. 3, 4, and 5 for ill The approval of the Engmccr aNl be required for aJ.1nistrit",costs the akclot of machine-rower tool or ogwpmem I In....B&O Tax.and BoWhg - prier to t,,c use on force account The Cont The payment for any machine-power awl or actor will be allowed an additional equipment still !K mWe accord¢¢ u tic current backup 2�a4`55 and,6 for in-unnccl.cB&O'reputed taxand AGG'W'SDOT Equipment Rental Agreement which a for m effect at the time the tome account u authoneW palhooding p pa mein Wr W 1-he rams..ses foals m the Rental Rate Blue Book not The 'merit mvtled+base still b<merit sNf cover all modlfed by he current AGC WSDOI Egmpment work done on a force sccoum hue The peY Renal Agreement) an the maximum rates dlowblc espem<a of every naturo.1,ind torul n and and dcacruptr. nymWter for cgatprdcnt of.Worn design sn1 . good wonting overhead cspenaea. p rtmiuma on pubic lany and condition Thear raw aNl be full comPeraton for all Federal or State revenue sets,p fuel, ed, lubncauon. repaua. m\intcnmcr. and all progeny dsTsC hsaratce Policies. aid for the tea of amall ch on rental Is Urlcd other—Its .cWcnul tofu.uhing and opcntmg h toolsetoolsNo clan for tforce a for cwutt "D be al:uwod except upon equipment except labor for operation fomtance of he Thc Conroe,,¢ Agency will add 15 percent m s,naen ends,by thr Fngvtee1 Prior to the per Nu'pment cosu to cover P.jm overhead, general work Nu work sNl be was:rued a her,br,acu+unt wc' which company overhead (cxchdhg equipment overhead can be measured under he specifications and pa'd for a. -unit included h the Rental Rau Blue Book),and Profit paces named'^the contract orce Current copies of the Rental Rue Blue Bock and The amour: and cosu of k w he sad paw,u by f in he AGC/ SDOT Equipment Rena m l Agreeent will account shall oreumpmed the En`Y ¢ be mn bamc4 at each Dutnct offer of the thpanment certified by he Engineer afu0 be fuul sl pmvidw m Suene" 1 of T,ans,bm,un and at each of the of.. of he 05.1 Aauwlted GmcMI contractors of America(h Seattle- . Page-SP-39 Revision Date. April 26. 1993 J J T 1.09 Atmsurmsmt and Psymmi 1-09 mmuirenrnt and Payment Th<Comnaor't wge,psyenh,and coal row Ws p-moung b wrk paid for on a In=moeoum buffs shall be open to iospuaiun or aWA as provided N$eehon 1-09.1: ��-o}-��vO it rnl-uAx-(erFwwpeniew 1-09.g Payment for Matvial on Fiend .. t The Cnnusaing Agency may rtbnbunc the Contncbr for semraea mateNle purehued before their um or the wt if they. Im,So 1 Men the requvemenu of the plan.and sP—fiearians. C., Art dehvetW to or stxkpdW near tY.prr,'w or othu EngineerapptovW nonge eau,and eI..... n-+B9i +F+ubbT^ernr-s+eebap�"" J. Comut of. rand, gnvd, sur4<mg mauruls. +ha aggrtIf W, minfoteiog steal, bromo platea, twctural neel, nuch, peg• timber and lumber wt eurevbns a-+tee . including form•or f lseworh).large(ism unigoc to lire (.01 salasae aMs/6eewn� t project,prtnreated concrete bums or gtrden.or other m wnkb the Engineer MY Approve rerun, d. F ... nre Connaeurg Agency may re mburee the Contncbr for tnTic tign•1 connolkn u follows. 1 FsRy prcxnt whan the Mfr.ngmI contender and all -eM compottuu art raceivW and uscmbud rota 1 comp.Yc unit at lire CouVactiog ARaocy's Mstnial IJbnrabty. v.Mrtw,`e.nTlr^ceyc+nr ad, Ore huW en red perct when the toff.algal controller ten fed j .approval for aKWI t to tM penjw by the ngirse..,taW We 6. raweem#�A- 9mvide-]B it CoaVW i g Agmq's Arterial LAbonmrs. iThe Contranor shall Pmvide @off--'wriaen evtdeoc of M-blse-Pnauparl.. - - -- ptWuetion cons to enable the EngN 'b compm the coat of titeMe Comnctor-produced Mteermb (such as sand, gravel, surfacmg , mautral,or aggmpw).For ode,msurtala,Ne Coomc nr shell provide uvoius fom=wmi suppl.en Etch invoice thW be deuJW •ufr.ietttly b e.bk the Engineer to detctminc tot actual costa.Payment for maurula on hens shall not.scrod the tool contract colt for the colons Nero ' ! if payment la basal upon an unpatd mvoix,Ne Contractor 1 dull provide d.EngiMer with s paid invoice wahm 60 ulmdu days after the ContractNg Agency's outtal psYment for maurtals on Mod If be paid invoiu a scot furowhed to Nu time, any fgeaeeerl`B t pyment the Contnning Agency had made wdl be d uet 1 from Nc nets progreas earvna. and wubheld until Nc paid bbe+ubjeeett'•eeneFlbtr i invoice u supplied isrf Ind Contncnvt Agency will not pay for any mdivid (tan on bandwith•rose of Tea Na s n f50o. Nau mru u la art W m 1-09.911) PyogrLac PtlY"IIImLS U.wrk.erWw equahng the pawl paymcnta for Nun will be Progress pasmmn for completed wrk and mawial on taken on future aaturater ftrUal paYmmt for nutaruh op hand hand ni0 ix Cued upon progrns a'imatn prepared by Nt shW not conatatne axeptance. "Y noterul will be nyectW if Fogluur. A progress nGmate cubic date will he established found be be f�uhy even if paniai paytttmt for N hu been nude at the prow. W rr mra ing K'ehia d days afW the Peolens neimate eu eff date(but 1-09.9 Payments oa m t more afro than Doer a oaNl the Contractor hall_ t sub.n to the Engineer for elk, u Apphcatiuo fur i PRymmt, rW d out and .hoed by the Coarrsebr, corrruge .r We wrk rompMed prior to the prowess esticaa,cubQ date. pYwtsm The Apytlutlno for Paytomt shall be accompanird by .. documentation suppnrtivR the (:out wtur's Appliulioo for I W 't^' '9ns°eYA PaYereut 1 *"'.rtnppttmeN•ewwa .evsde6 -fie initial progrn intimate will be Dude trot let r than b"W-1'1 30 days after tbt CoMaceor, eommte,a the Work, and �'�°mrvrt atta n nsi,r progr ntimate +ill be t u ery m dr nooch � th. fter until Ace"... Pmvr ntimaw made during Page-SPJO Revuiw Dau.April Y6, 1997 rlaw r 1.09 Alcastrsmtent tad Parmeet 1.09 Mrsktutanesst ana Paysnesd progress of the Work see tentative, sod made only for the trust company, and We Cmtescurr, j ,0,. S•rrh purpose of da u iog progress payment. The pragrras check shall be converted into bonds and wrurif� 1 estimate we subjm a combs, at soy lime prior m chosen by tk• Contrwtor sod sp,",,d by th Aeeeptaa!Date. lhenec sad L oast sod we tar t.held r.,escrow The value of We progress estimate Will be the sum of tht The Contractor s— ,designate the option desired me th, (ollowwg; ConVa,t Form as the lime the Cnotratur executes th 1. Unit Price Items in the Bid form-the approximate Contract with the Contracting Agency and that be pan of W quantity of acceptable units of Work completed ndlnct.The Cmusraelor I.claming option(1)or I.)or Cy. multiplied by the Coe Prat. aprtes to assume full mpoosibi illy to Pay at eats wbkh m 2. 1.amp Sum Items in We Bid Form - for estimated actor from escrow services,brokerage chisel®or both,so. pereeabse complete muhipbed by the Bid Forms fuetorr agrees to assume at ri - in com ertno wish aonuot for nth Lump Som 1trm, mvestmenl of the retained percent.xes u areureas. 3. Mlateruh on hand -90 percent of wicked cast of Release of retained percentage will be made 30 ell matecul delivered to Incisor or other ttnrag, seen folowiog Acceptance by the Contracting Agency Pro,l" - spprovM by the Engawer. folosewg nnd'aiom are met; d. Change Orden - entitlnoew for aporo,ed extra 1. Releases have been obtained from the .h - cost or completed extra work as defecmwed be the Department of 1,abor sod Industries, the % of -� EnR myty. W'asbiogmo Empkrymcot Security Ilepartment,and Progms paymenn will M made in accordance with the at abet departments and agencies Wing progress estimate Fact: 'aritdletion over the seri.ities of the Cootracsor. 1, Fier III percent for retained percentage. 2. On couVscn tenting more than k20,000.00, s 2. The amoum of Progress payments previously made, retemse bats Min obtained from the W'asbidgan 3. Funds withheld by (Iwner for d'abunemnt to Suite Isepammtitt of Revenue. accrdance with the Contester fk,cnmenb. 3 bvo claim, as provided b, taw, b„ been fdrd Pngtress payments for work performed shot not M aRmI st the rein..ed percentage. evidence of s cepraMe performance or an admbtod be the C Affidavit of Wages Paid is on file »th the Ctim scung Agency that any work has been, utWworil, Contracting Agency for the Cootrarinr and at completed. Sulrrovteaernn. Payments will be mad, by wsrysob. issued bs the In the even claim are filed the Contractor will be paid CamraMing Agency's fiscal officer, against the approcfWe such retained percentage tot an amount suffakal or pay any food source for the project. such claim together with a sum dewrmwed be the Contrwlwg Astor, sufficient In pay the coat of forceimiog 1-09.9(2) Retaimage on cLm os mad In cover anoney's fees. Pun rut to RC% 60.28 they, " be remdd sod Resawage will col be reduced for abv remind Min»the rel.ued from monies earned by the CuoVwar on estimates minimum tine provided try lax. during the progress of the Work a sum linos u, exceed five percent of the monies ermd by the (onvsete, Such 1-09.90) Contracting Agesscy's Right to W'iDdtold reUwasr shall be used as a trust fund for the protection and and Di'bu Chain Amount payment III to the State with respect to tax. imposed In addition to monies reamed pursuant to RCW 6018, pursuant a Title 92, RCW which may be due from such the Contractor authorizes the Engineer to withbahl progress Cobtrm'ar, and (21 of any Peron or person, mahana, payments due or deduct an amount from any payment we suMaotracmr or mwerWmaa who shall perform env IaM, payments due the Comramr whi b, in the Eagw,n't upon such contract or the doing of said Work, and at opinion,mar be o vessary to cover the Couteatwg Agency's perm who had supply such person or pennon me cents for or to remedy the folowwg situation' subcontractors with pmvisbm or supplies for Carrying on I. Failure of the Contractor on submit and ottau inch work. approval of a progress schedule. Movie reserved under provusas of RCW 60.28 shall,at 2. Failure of the Contractor a remedy defective W nr k. the option of We Contractor,be 3. Faun-of We Contractor to pre,ide the Eotwetr 1. Reamed in a fund hs the Contracting Agency until with s twd office whn requ'sed by the Special 30 days following> „ponce of We Work;or Proviso., s - 2. UrposiVd by the l....,rating Agency I.ao imeres- e. For overtime work performed by Contracting bearing wrouot I.a bank,mutual savings bank,or Aaeoey personae 1. sayings and ono assocutioo, art subject o 5. Lack of coastra:oe progress based upon the withdrawal until after Acceptance of the Work or EngwenY retie, of the CoatrmUr's approved until agreed to by both parley; progress whedule wbirh, wdicates that the Work �) 3. Paced in ewerw»tit a bank or trod company by will trot be completed within the Contrarl Tlme. the(Iwuw until 30 days following Acrepaa<of the When calculating an anticipated time overrun, the Work.W her the mones,reserved are m be olacad in Engmcer will male,slip»,ocy for weatber dclaya, ewrow the(finer will issue a check repreaentmg the appru,ed.....idabk dears,and sus,lmym.,'the son of the movies reserved payable to the bank or Work. The swocat withheld udder Wit Page-SP-41 _, Recson Date Apnl 26. 1993 1-09 act and Payment 7-09 Staa,cranent Ina N mini f wbprras"Ph wW he based upon the liquidated WMBE Ordinance: any shall such poymat preclude the L- dnmylrs amo..t par don se forth in the Specul Conuav'ciog Ageury from recovecimt dnmaga, solving ITsvUiau muhiphad be the ..more of dale the pauMia, or obtaining such other remedies as coal be (avvsc cr's approved pro9as ecbeduk, in the permitted by law .. be the ConVastiog opubo o!thr Engloea,udlcaus the C'ootnct ma, Agency, be love before the Wowwr sal IMubm�.aTdah,on the form ec,ced the Co-wet Time. b) Nr F,nguetr, of amammU poM m raid" a. Damage m ..other contractor wbm there h providedut a women bwuas d'sadrsmaged (DAI, aumrd, (MBE) aidence Ntrm(reed•claim hu been filed. rise (WBEI rsitlpaung b Ne Ao:k. Such andsvh 7, Fmlure to Mahmh wacky psyeolh o: correct "tap po id to the DB, MEE, or WI F uod"yeareb m Contractor or subcontractor +ban «rtBy the senators ' ` 611 empb]ea_ subcontrocmn reg ev ha<mar Convector hu -ot wire tees or carga U.Fedaally-fonded project the(:oaurrlor many aEu be .hh the Contracting Agency at , 8. fur 1 rate so d e caved ma a m pubEt author uia or muei':wliues whcA the rW that Nr(:onvnctor at not aus0ed my CovvavYor h nbEgated to pay I".,affkL g tuity]ing nmg o r tR and mouey pmnuam m Satnn 1-07.19 9. FlJurr of N< Contractor m pert orm a vv of the boos.gratuity g Covuncmr's other olslix.6.m under the mntrncl,mt of thatIf�PC y�Mnr fail,,relwa,of it"able to Wand The Contractor autarica be Engineer to act u as for the Cvovaemr d'ubuni� such funds u her been acorn the F=I Prngreas EMIimnV or any aNa davmmu wkhaM punmael to Nl,paragcaph m•port,or pvua wh. required for e.r final arrepuvre of the m-trove, the err endued m ps)mmt. Dhbunemmt of Inch funds, if the Covvecuvg Agency rmena he right m mihtanB]accept Eogueec ekrb m do w, will be made ony aM1a Riving thr the.."W. UoBatenl acceptance vviA deem'nett after We CooVMor Is casodar daP prier wrMee notice of the Contractor has ban P.O,." the -ppmew.R;. by written fovVatuvg Aged; ulml to des w, and J occur f the tactual from the Engineer, to voluaurij, subme such apiratbo of Ag is I ca:do, o or,, doeummb. If voluntary on p"o,, h avl orbieved, formal 1. to khel aeuo has do,M old u resoke the vnEd'nl aottfsauoo of the cmpmdug rmilaaral nctersnct wW be of the Aims,and provlda f 'r cafrrd tt leba Icom Me Engraver to the 2. N<Coovaetor Ens not pranced such d'ebunemmt. (botraemr whch wW provide JO ukodu den for Me A proper armunemg of no foods disbursed oe behalf Of Cuovutor to mbmb Me The JII oecman ci-rammb. ' 1 be made cskndar des,dendbac Mai!b gin o-the date of Me"Mora the Contractor u arcordanc<wilR this section wW II A pa!mmt made punusne to Nb satbo Mail be couldeced of lbe ccraW letter from the Engineer cremating or on w,meat made under the lnmt and roodrtbm of the vecasuv daummb. TLb raatEv<m°vvnc be �wW nappy airaA not be Iuble,m the 'grave, m pvihteeaAl accept . Contract. The Contracting Agenc] rouvarn trey are compkerd u mrordanc< with Section 1- Coorraceor for such pa/ormt made u good faith. 1(legal action is innituW to determine the rrbdir,of Me 0S 5 or for morrwb Nat arc teakunntal innerract accordance I" claims -•tor w api"tion of Ne 15 day peril mmUaved Section l-0g.10. Uaih:do avour i above. ere E.non rer wW hold the:undo uOW deambau-v of Covtrsctim Agarry sloe our n aev way reline the the ect1D.at wribm settlement.greerne-t of the p the utia. ro...coo, f m co Me ylysvrhh W hwM,der o ordwanca' and 1-09.9(31 F"J Parmatt regulations - Federal, Suit, a local - that affect the Upon Aaepam-1 -f Me Work El the C'ootracuag rotund. The date Nc CootncCmg Agenc] uuihUraB]syws Agmcr, Me fool smor.nt to be Paid the Coetrwwr will be the final Progras Estimate couutuus Me rural acceptance calculated hued up..a f ma1 Progress Estimntt made by the dam(Section 1 05.121, Engineer.Acceptance It,the Comractor of the Final Payment Mali be and ilrall operate on a lkwl ry of au calms nod all 1-09.11 Disspul r and Claims 1. au rbe "Notting Agw Liabilities of the Contractor. other than W. to 1-09.I1(2) Claims noted amou-b u coal be spaifcaA7 areptN in If the C-.mace clauu that sddiumml wynsnt U duc and I wrhiryt by the l:ontractor. cut Contra.,hu pursued and eWusud aA Mc even"providr l �. ' S. for nA bus. +lone or ruml,hed iw con-ecuo-with ca 5saioa 1.09.11(1)to resolve a depute. Me Ceavactcl tor! the Work: file a than u provided u No aanwn.The Comnemr-pas to ]. for era, ace rand neglect b• the Contracting .,It na) chum mar eddtuoul poYound it the wrivrn Agency;and notihauou pro,mi d w Section 1-0a.5 as ram gtvm,or i(the d. for aB other Alms pod abibal rriativg to or arhug Engmecr o nee aff.dOd run-"bk aoana b,the C-rector to out of the Work. comPlm to coo of actual of and nddiuoul love mcutred of A pavmmt(maoNll.fro",rminagr.or othersvl,el Nall roQmund by Sonora 1-01.5.or if a chum h rot filed u pmvwcd ' not 'leate the Cvovacmr or the Contractor s Sure, from or Nu aenien Ths fact that the C-gram,hu provided a proper ao, obux.6-- required uada the lento of the C"vw actiftowv. provided n property 6W cam or pros,dcd the Durummts or the contract Aoud: rear shag such p.]mmt Eaguar noes to rooted,of adrN con,call roe m wy vv,my be mmuute a waiver of the Convening gme7's abWV to ' A mmrsmed u proving or mbawrau4 Nc vakdM of the clove 1( !I uvatig le read set upon fudds,.(m-anmplhncr vrbh the ,i PageSPJ2 Rcvsseov Date Apn1 20 1991 L_ L. � 1-09 Meaetmmncml find l`zy cot 149 Mescur col god Paymetat fl we cram.aft.,o aid.ncon by the Engaecf,u ford W Iuvr M 12 to d,,,ro. actual equipment con. The _ men;.Inc Engmar will O kc an equitrble wlunmml eithrr in folkrwing infomution "lull 6e povided for each 'r.moum of cone to be paid 0r w the war requtrd for the p.of eq.,,,.t. wort, or boh. 1!the Engwnr find. tie claim w be without (I) Dnaied dacnptan Ic If- Moor Grader coca,no d'ustr ent wdl be made. Drael BOPS—nedl Cater ow In uded Dr Tr,aor AL'c1..filed by Ur.Coef.cto,shall be N waing and w Crawler BOPS a Doerr Included Duel. wffr:ient dotal t0 cable the Engineer to aweeaw Nc btu and amount of the clam All euur:a dull br.0nmed to tllr Pm)ecl (2) The bun of ua.of mdby.acid Engine at pmvtdd N Section 1-05.15. M a .them.. the (3) Thc af<cif.day and claw of tra or.e.aby folbwmg wtorrruuon corm acre mWy each claim m.0led d lob ovofhea. I A dnadal fetal Memo[of the cl•un for add.w.i e. Ovcrhad igeafal and admw Wr4fW compenaai°n and time,tf any.P.,W g u naoa.r) f. Sobcontnuor'.cI..-(or the acme.level of dead Nw. IOcatrom, and [[tact1 of aoA •R«ted by the a apeeirind benin is required for any chun. wbwntr.carl Chun.) ' M dar e on w h facts awe Mich pve ria w the g. Other n w tegor a apecifea by the Contractor or than the,Contra.&Agency. 3. TIm fume of each Convarlwg Agency ifW;,idlW. 10. A notnfed .utemmt dull be ntbomd re the Pwlect o 15.u1. or .mpb ym Nvolvd m or krwwkdkable Engineer containing the folbwag kogage •b.wl the claim Under the Peahy of law for penury or ♦. The arme f. pmvuana Of the contract which .opp°d fahtfwacon, the wdenigtr d. the clam and a Mt.ment of the rtaace. why fueh pwvuwa wIrfwn the claim lame) 5. of If the cu.miaw W a dwutno of the Engma,whwh the contract raver ro the Engdecr.dncntton or a,o1 whmh rbe contract pmvtdra tlar the Engmoe,a (tack) tcompany) t duan u total.we Contractor.hat ad Out to derad all hereby artifice that Nc claim for ezm ec wen titan ad core, if coy. nude hem :r the ngumerwg ire poutton rtuwg w the decuton of Pen we Enguwcr wch on thud a u a true .theorm e we 6 . d-uf—t On Of any documeou and the.ob.tnce aural coM tncurted cod cone wugN.and u(racy Th Of an,onl rommuntuuon.that uppon the claim. documented and .upponnl under the contract 7. Copra of am ,,ndfw, docun,,,nu. other 1Mn beam the'Mea Contracting Agency do<•umema and document pnvtoud) furruhel on the Contracting Agency by the Contnctrm.Nat aUPPOA the clam (comah which an Dared I., an"N to the wdatry, uad by the Contncwr, ray be included by r.fr ,,ro 9 If.,e.tro g.o of cone u.oughl Subarnbd and Iwom befam .ere thu •. The apectfic day.and daw for which t u aught. day of b. TM apeclfic maom the Contncw,bebwa.time c.ten.an Ih..W be granted. e The Ipect& pmvuwm of Sation 1-08 8 under whlrh it i.aught.and Notary public S� d The Contnnor'a wly.0 Of to pwgrea.andok Jto dermminnu the reawn for a cote ceumon My Comm....Etpha. 9. V ddkiond wmpcnaetan u aught.the eaae— m 1 It coot page and . brakdnwn Of that amount inw the h the faponaihthty of tie Contractor b leap lull and folio Ng augo,k.. eonolm mwo. of Inc men ad •dd,w.l we Ncuned for "bo' any Urged trawl The Conwew,.bag pemut the Engaeer w I b MMriu. have•cm.w tw"record.and any mlar record,a ray be F c. Drew equipment '1h.at"I con for nch prat required by the Eng'Inar to deermuu the taw or eonwnAa tr equipment for which•ctaun a[ado or to the wvOlvd Or tM claim Thr Caniramr hull ream thow r. ,d. abwroa of aeitd con.die faw aubWhd by 0, for.pernd of one k.,than throe yen•her fwl aeceptarwe. AGCM'SDOT Equipment Raul AgennWrat The Comeac n,.hall pars"admbwtrarrv,maoluuon of wY which waa to effect w tre wrrrk woe claim with the Engtneor of the doatgnec of the Pnguwer �+ I perform, In on caw .h.0 the ..0 .tend Fda.to.Oberit with taw Fend Appf Atha fw Pgmmt for each P. of egopmont eaceed the nua "h Nforwwn and dMd. ,,abb.hd by tut Equipment Rental Agfament a deacnbM or Nu action for any cutm dull aPcnu a . even if the coral con fur wch equipment u wive,of toe c Wm.by the C.elraewr a no,dd w Section 1 higher 11. Coma", Ag.n,y troy .ode the 09.9 Comnrwr'.e.,r record.a pmvdd Or Secuon I- Ng,SP43 Revtwon Dac. April 26. 1993 J r 149 Maaartvnem and Payment 149 MeatsmI and Payment rPOI dust toe Conmmr es N f.0 complus. with W shall also be used when chum wuA an amount equal u the pmvuiom of the,serwm and age,the(canal ckun dooument or greater dun$100."art to be uttersW by mutual be, been .obmared, Nc Conmcung Agency will respond. In at tent. wrautg,to the Co..,as follows_ The CmansctNg Agency and the Cr-mmr mwusUy agree 1. Within IS cakru:ar days ham dg date Ne chun u Ilse vma of any Arbantion lames:'Dull be within N.Sera of waived by N< ConmaNg Agency if Nc claim Washington, King County and des on, such hartng shill be sumum as k..than$100,000, mr l cull wnhN the State of Washington,Kin,Cara Y ' f in 90 With cLk .r rtd My. from d m de, en the .Wm a Thea Contnmg Aaa and d m cy e,Conrnr m mually agree evoeived by the Conmcung Agency if the claim w be bound by thr deciaron of the arbuator,and Judgment of o amount a equal so or greater dun$100,000,or the, sward naxiered by the arpiaalcr my be entered N c 5. If du shove resmwu an, unra. .hk den w the Supenor Coun of ibarwen the County what the wurY trat eumpleaity of the W. under oomidenbon. Nc petforand.The decisbn of des artuunr and the specific has. Cortnmr will he rwufod wtNw 15 calendar day. for the decuron dull be w wnhng. The arbuawr-hall use Nc fmm the has the clam es reaivcd by one C'onmcung contract u.hues for decuirns agency as to the amount of tune whwh will be rsecnury for the Contacting Agency to prep..' u 149.13(3) Prvc'edm to Pursue Arbitration response If the duPu cannot be raahed Nmu h .dmwu n nvc ' Full complunce by the Comraewr xtN the pmvurom of procedures provided Is Sntions iM.S,1-09 11.and any apecul u.d section u a contractual wMawn precedentprovided In to the provuxm provid in N m e contract for relution of dupum,the , �- Contractor's right w seek Judwul relief. Conmctor duo Wvia the l:nguwa,in writing,the,rmnd.wry aml bindmg ubitntion a daaeel A dartaM for abmation shall 1-09.11(3) Time Limitation and Jurisdiction be fled by lM Conuacter, N aeemd. with the A.SA rob. ■ For do convenience of thc parka w the contract It Is sotto the Conw, N&Agency,arid wish ties AAA Scicuon of the mutually.¢road br the panes Nat any ehim,or cawe.of.cuon arhimwr ask the adminumtion of the arbaration sh.0 proceed whkh toe Comramr ha.arutn't the Sum of W'uhwgwn areswg In awmlaor. with AAA rules using ubkrawn from be last hom de,motma shar be brought wiNu 190 uIendar dys from developed by tM AAA, exoep dust for claims order $25.000 the dsu of final.ccueo.nc.(Section 1-05 121 01 Nc coamn In uung Nc NuMwvt Region Espedaed Comnrercul Arbimnon Nc Suite of Wuhwgron, and it u fuMcr agreed duo any inch Rules,amnntw.ackction.lull pmoavt porsmnt w Sechion 55 'Isom,or causes of-alit..MU be brought only ro in we Su,tt.r of the Expediud Pce re edu of the Como o Industry Court of ihars.ew King County. The pore. undenund and Artmobbon Rules. Arbitration .MU PmOsad WAIMg Iha sgra that the Contncwr'. failure In bruit son woltw the Use approprhu nde of 1M AAA as deumraud by tM dollar amount period provided,shall be.complac bar w any such char.or of the claim as pvviderl m Section 149 13(2) causes of sawn It u furdur mutually agreed by toe prates that Unresolved dupuln which do not Nvohc delay or wpasu ' when any ehimt or causes of anon which the Conmeter use v In unchangal wort my be brought to arbitration during Ne i .pawn rM State,of Walust.ruing from the contract are,Met! ... Of U. pmJtat, pmvidW dot, du admourow, wish toe Sum or Nituted N court,Nc Conmctor.MU .It the pmccdures have ban exhausted and Use dutwu has been Suite to lave timely coca,w say record.clamed mcesury by puraxd to fee cl..was.as pmvked N Secure 149.11(2). tM Suu ro west N evouAung the chin....chon Unless the Comncung Agency and toe Crommu, agree orherwisc,.11 other umesolvW cla.(duWm which Mve been 1-09.12 Audits pursued w:hc'him tutus)which arose from a comer must he b.-ought In a.utgk arl knumn Meru g and only A.r complamn of Nc commn The total of Nat unraohrod chum mesa be has 1-09.13 Arbitration Nu. $100,000 w be eligible for arbnntkm, excet by mutual Agreement of the Conmebol Agemy and Contractor. ' 1-09.13(2) Adminiswlion or Arbitration 1n .ddamo, the C ."cum Aj.ta ubua[ion pmc dwgl A rma on -hall oc admnuue d through Nc Amman mtm comm . by filing of the aforemouoned demand for Artmatwc A.srcuuon (AAA) wmg Nc foll.um, arbanhon art imtion.whin 180 akssdar day.of final ace ume of the ninhnda concoct, the sane, as any other faun or causes of action as 1 TTe curan venwn of the NoMwe-t Region Espednaf pmvded in Saxon 1-09.11(5). CummcnI Ashen inn Rues AMU be usN for ekon. TTu acupe and e,stml of discm M .h.0 be determined by with an amount la-dun S 5,000. the arbarawr w sewrtWce with AAA ruk. In sddrtan, etch �A The tune a venwn of or EapedAW Pmadures of the party for claims greater than 525,000 As"serve upon the omer Constmcuun Industry ArbxnWn Rues ah.0 be used pny . -amusement of proof- The amusement of prurf.h.'. he for cu.. with an amount equal w or grestcr Nan sgot v a copy to the AM,m Ia.Uun 20 calendar days 125,000 aM 1e.des S50,000 prior w the.Nitration harmr,and AMU imludc r The Cunt venwn of the 01AMA d procedure of the 1. 7Te identity, current busmen.add... ark rademal v Coruuvawn Irduatry Ar nartmon Ruk. .MU he wed acldrea.of each wines.abo w111 want,.t the haring, for than. with an amount equal to or gresur than 2 The density of. wiutess as an etpen if -n expert $50.000 and b. this. $100.000 TMae proaAurea wnnea. Is to be osakod, . statement as w tM sob'ort y mamr ark 1M substame of the races and"union, on Page SP-ed Revision Pau'. April 26, 1993 L J - h l 1-10 VACANT 2-0ICkaring.Grubbing,and 7 Roadside Ck—wp I _ _ which the esprn ;s ape to usury. A summary of pubbmt. or roadside cg up. The Conuvof AAAO an, "'o 1 the pounds for nch op., ub s rau. of the •' WbLe to fell trot i exam yuWfiutiunr.srd 3 A WI of The Crmsetor shall mod W requumlmr of uue,sumy csidrnce At the arbltnw . of nch do.umm o the pang offer er a and mwicgw res.6woa regudmg hesilth, rrev, aml public m he�rmg.Enter pang may welfsn te the dupoW of W debris R n h AAA qut hum the other Arty a copy of any deeom so tined. If such a Rqunt te made, A copy of um document an" be provu m five m ei ueuhve caluar days .sed., "a` /^e��-rvsesrreshsU from the date dK nol Wyl Y meoved nw&,boar may pmnh A party to ull A woos or offer A All debn,vote,tuna Wa wwboo ralewa new alher document not Alsown or included.n the statement of proof only miueWomus raw4w set ul,aged b, the owpe or ate upon..Forme of good caur Wateaetar,of d"apossd of by.pother opp"ed anobod chap Tat fmdioga and decision or the board of arburrton be disposed of at a la.dirw gppro,ed pad lireoard b, ate shall be final and Midis,to the puetie,unless rue ypk,ed appropriate go,eoiag body. pang,-khio Id days.;Wlkoges ate fmdires pad decofoo b, str,isg and filing A petimn for er,lew by Ibe Aopefor Wurt a'0%:3H1--- or King Couoly, N'uh rtew. The grounds for the pniion i7rs-open-ba,np,r..,yaaree��{{rn,fy far mini are limiud to showing that the fn,du, and decision: ^M<p^Tha++w,K-alrRio-aeo/aeseA.yiuwat t• Mar ArsA the Iserno W gtrar,t omar,or 1. M saVary r sae soya of re caurstt or As, rwmanmr g-" Yr�t �ermeFavyrtesy._gl,aa 7. Y sAWole rNr t e hard taus t4 opprduv facia and thro'a9teeinenw If ' '^a'bRMaraFdraearem hard a-bibwcn then w a,, d b erburs., lh, } n avr,..dsitean by rw ru fo-w _'__ As ..ro.g rater rtsdiw sad eatcluu. b.w a sat ;?- Kerghr r+idmce addad r any sac\awry. } An The urbitraWo %ball be conducted in wcordaoee wih the 6rekrrsg-eQpq.n,m,s.—ddw-�asta.eyys M}.y,s sutole of the Sur of Nashiogton and on decisions Fra. 1-,—fag such procedure. "ar The emu of such arbiralbn shall be boron equally by 4 �eo6leader- .� ate Citypad the cop —�-- r¢lor,uabs h te the bwrdb mainris caisson that the eopuanor'A ft0og M the protest or aetioo h 6 uprleiom or without reuombk foundation. Ip ate..nee esaelr care,all coals shall be borne by ate Woraetor. { aehn+myhea�eMcH�e�raM-o�� �y-1n 1-10 VACANT WARt C-0ry)r�-a1�sN1.e-Ieetaw �PPri r\.lace �drher 1 Division 2 E""^" r Earthwork 2-01.5 Payrnent Pa'munt will be made f,c the f wo,11 but acu,ut Then Ihry am wdudW m the propose]. 2-01 Clearing, Grubbier , and I 'ew erg• or'seer S 2 -GNbbmg•,per acR Roadside Cleanup 3. •Clearing urd Grubbing•,per s m or lump Aam The on" Wmnel prior per ¢R or lump sum for -Clearing-, -Grubbing-,aed-Clearing uW Grubbing•shut fK 2-01.2 Disposed of Usable Material and Debris full pay for atl "A in Section 2-01. Ryment for 9-io'-g uructu r Apra afileh could oat ut1c i be grubbed Nhrn pour, c ip . or limy could ua tell u by material will era be paid for under•Grubbing•. Imr d,such work Ali such u timber, chips. or firewood pNduccd by cloying, Page-SP-l5 Renamo Date: April 26. 1993 a - R * _ s ia5 !I- r S • Y� o- h ` d 243 Rgadaay Estav+lion and Fmbankmml 2-0JRoadway Fsovation and f Fmbartttrtml he mc!udd N the."derma prim fr'Sicudue,Eseyuon' or soma other ercrt, 2-03 Roadway Excavation and aware a e98 Embankment lost ..... r �.e.ee Nwnepad�r..eesM-tlra.noer.witl,e-prgnsl,to.J • 2-03.4 Meutrrament pwn{tlmeE�u.emFamkr'� The State well uac the folk wog nadoda to twaue work Roadside Cliaaur b:.: W coisideed muidcoul to the prlum,ed uNcv .pecifn nOmAsow in other sacnou pmv:dc conirset and on additk'.. ' „ edt'hall he made. othcrWur , , Rr.dw.y evu-n. borro esevatlon. and 2-02.3 Comtruclion R letile`^Wn su,ublc foudauon nuvabon- by the cubic VIM MaurW mall be nne.ured so as ..C.W poinnen by , 2-02.3(3) Ranova: %Pa•anent,5tiawallu,and cma.-s rung or through the we of dlgual terrain Cures modeling survey technique. toe cdtv au ty euavon• pay quantities will be oomrwud to th net line the' t In mroymg pva..m.sidewaW,end wibc due Coto for :.-user"". as alsked When the Stan equtw 'hallscavand riu elal m he Rmnvd, stockpiled, W 1 Hud bmkrn-up P coo tAe roadwaym ebankment moyd agaio.du mauri it will be mesurd to the nut or In some off-P opelL 91u. Cover any pirm buried wthut the right- war wish a tint a dui rem.eel from the duckyile ti chic use, s ban 5 fees of end. the nm.4 2414 5 sad payment At the vi of Snxioft 2- 3. .,.ken a veneal caw cut bdwee any esuung Oat and 2Aa5 u,W apply N We discretion of the -- pvmsnt..idcwalk,or curb that Or to remain and the cogmee, coed W'ay wuralioo, borrow escaratfo, portion m he teuvd mi uuutabk foundation escalation-by the cubic p , ♦. rd(adjtuur:for swell)m m may be measured by truck Replace at m espme m Nc Suite a s ewwfi pavement dwiguud o e:wm Nat o damagd dunng I. v Wuhog vehkle a the point of ferias. Ile the tcmovaJ of other pvemrnt mm simmered. shrt pmefde truck a slits for Barb bad S. When n area where pvemcot has been rrmo"d h ram, ad. F:A neket.haft tun the eruct number, ner h,be opened f trisMe her z pavement patching has toe and roan,and be rocii,pk faces —by the meessi o car bren completed. temporary mis asphab concrete - Of hate n blsaung of deck 6m—by der Wwr sod patch shall be required. Temp,rary psubins shall of hole drilld.Huke will be measured from d,c cop of be ptaa'ed to a minimum depth of 2 febe the took surface in the elevation cf the roadway ddeA unenedutel, after M<kfilffn and compaction are or m Is beech ek and.as by U.E.guucr_ complete,avd before We road a opened f trrRrt. S prefabrinud vertical drsf - by the Ituar fees !• MC cold an'. or MC but no, shill be mud at We Moistures will he measured from each top of the discretion of the Engin.er. working plat f°rm to .n bottom of mv, We Trial It pavcmcnu. udcwtas. ° unbs he within m cx.,.bon drone will lac meuutd m the came manner u ¢i arts. Nor .e sl Will be pod for as part of the qunuty produa,on drains. L g .cmovd m cxuvatwn If Ncy he m m aru net m be ewvatd• a Sand d..p bWekd—by the den Mouturt above and d they sue not trentones/u.spot,den,so the proposal. picot will M deduced (m pay qua they well be mtuurd and p,d for u provided under Sewon S Etnbukmw dempamm Iweryl tbWw Mare d A) e M_5 neat tlr, es o yard. Ararat will be ,.tduuco pa the twat Anew of Utc ruled merxNou of competed 2-02.5 Paym-ant cmbmifncel. No allowance will be nude for maurW ithat rattles. No deduction will be taken for other tern, Payment W 7 e made for the following bid tom when it Is wnavucted What the ernMnfrwx(bred[.abeunenu. included et me p.e local peen, column.• bark1w. pow. mc.) 7. Sate well 1 'Remo• 1 of sa olute uW Obsmdien',lump sum ...JO&fee compchon ntuaurtormt maneial Nat Is 2. `Saw"Utdog',per lAnel Fax. waned m plsoed under water ad not compactw to 3. 'Re.m,t Sdewalk',per Square Yard. kyen as p evidd by Swnou 201 SrlalA and C 'peon,,Curb and Gory',per Lima)Fees. 2 53.3(14)C. In aw and esoystwn below gede. i 5. 'Cold AF.'.per Too compsoon will he measured by We cubic Yard to iht ,led costa related m the reouval of drvcture and emu-reetion of eompded baaell material. Alen 1 ob.vuen°u ioeluduq, caw culling and temporary uptah mareeial to eW or befW Vmr u sarifwf end t shall be costided incidental m a.. .laded f other tans mdempawd, t will be ttw.red by is moped unless designated as a specific bid t: n the propwal, depth.up to•maxtnurn of 6 inches. Page-SP-16 Revision Date Apni 26. 1993 fr Ami I 2-04 }lad 2-04 Had �• 6. G..I barrow iwcldwg heat!) —by the wo or cubic mention.d wU include the volume of nrknal excay.tcd from yard. Meuurdnent by cubic yard w be made in the the benches or setback.approved for drilling rcpa lilt. f Muting vehicle at the point of delivery on the roadwsy. S. `Prafabrirared Vertical Drain' per hncer feet. r 7 Aeration — by the hour fin the nearest In hour). The wit conrnd prior per cocoa, foul for -Jumfithrriciaed Noun adu.Uy spent aerating nnaterod The fnllouong Vertical D.rn' .ham bo NU pay Wr Nrrushing W took, wiB be excluded from aeration onto- mueriek, labor, aqui •. Tina b eat ton or foremen duce'• poor"r' and W other Door •romury w sptau Y pery sg complain the required werk. the work b. 'Sand Draw -c B Wtkd',per ton b. Time Wren w move equip., from and to The it contras price per run for'Sid Drainage Blanket' different locations on the pre ecr uv aMII be full pay for the materkl and for proe aswg,hauling.and c Tune spent repaving equipment. placing a d. T.equipmm is idle or on standby 7. c. T.equipment k doing rwrucnnon wvh Tbr State will include time for one m ce-c, atnd one movr cat if a pkax of equipment outaide the egaf -J project kmva v required for aeration 9 +w.w•ne• 2-03.5 Payment +Ryment for I tymrm will beacp p n rude for thehUowwg bid teems when Ney emrtka bacnt camparwu wW not be made u e to adn.AU art included in the pmp"u! costa for cMicirn ern compaction.ham be u.clu led ate other bid ` t 1. 'Rnmdw•y Excavation'or'Roadway Excavation— ft.in.ulvd 1 Area A(B.C,etc.) .per cubw yard. Unkn otherwise provitlW,the c,rk deerolned in Section 2- When the Engineer orders excavation 2 fed or leas below 03.711.),EmMrnkrnrnt Construction,a:d1 be arcideraal to other Subgnde. unit contract price. for roadway . rihoo and !caul pay ban.involved. tluU apply. If he orders excavwon MI than 2 feu below .Ubgradc,that pan below the 2 fond depth slut! he paid for u g 'Gravel Bartow lac).Haul',per con or per cork yard. The unit can't• price per ton or k1 cubic yard for 'Gravel providedpvidef in6eseen-F-p4�Item)of this y payment section In Be..Incl. Haul'aLU be fuB pay br the gravel borrow a•M caw tau,all uema of work other Nan twdway excavation:Stull be paid u unit contract pncca. for procesmg,reining and force piecing a. J The unit contract rice 9. At for a',w tone ac«md. P per cubic yam.lull be full pet for pvrrnent for union equipmem dull be made.ccardwg w ucavninS. Wdun, pkcwg, or calm, a dkpo.wg of the the current Rc.W A hmgwn Sate Dry.nment of Trwpertation ruwrial. Per caul,Uc wit n tM,p once rt provided la Sauon Equipment Renal Agreement 2-0s shall apply,exceq when Ne pay Unit,shown a including The pynu' for notion and other rclatd unit contract hay 1. In than case the unit contract price per cubic yard &MIJ pia dull he full pay for it costa ..dental to aeration, ,I — wcrdc)caul including tamponry anmg of tented voduikre. for 'Bnrrcw E.cavation Incl.Haul',per eubk yard pmwetion agam.t the denier u. imennumt opentior and for The unit contort price per cock yard for •Bomw fumiihing ant opentirg Oat equipment uaccobl. and fir W ' J Exuv.w.Ir, f.H.ul'.hull be NU pay for eacava4rWg,kudwg. retaJ tuppha.and labor to perform the woh ryecaid Should hauling. placing. or otherwkc daposeq of the mnerul This the Cootnewr fW to .1 an •ented arca prior to ukleuant price ureldu pay for removing from the Surface of a borrow weather, bdmonal aeration w restore the err' to u p.... Sac. it.".& of. wssWrg, or awekpihng any material not condition sNG be at the Comnnor's expemc. .oMble for<mbankrnent. To provide .common bun ton W bidden, the Sutc hat J. 'Unsuilahk Fo.uNetion Excavation',per cubic yand. cawn.ted the to.account for'Aeration',and hat rnkrtd im The non contract p. per cubic yard for 'Unsuub'c amounr w the mopoul to bcca .pan of the twl bid by the FoundsWn Excavation'abeit be NB pay for excavating,Wading, Contnowr.Act-'•mruota pat by fora acaunt co.y vary loom 8,17 I out dkposmg of die material.FeNrw1.&L-ant.. a . I. Nu esturee Pro Nre.tt-u nebderrlrnN,rgwa..';fThe unit contract price n� per cubic yard shill mOiuk Mul. 2-04 Haul a. 'Controlled Bluhng of Rack Fam%per lMar foot � The urn contract price parr ernrar foot of drill hole for 'Controlled Bleating of Rock Face' du'I be NU pay for W 2-64.5 Payment onaterkk, expletives, labor, took, and equipment necdd. Quantiou shown N the Plant art bued on 30-mch hole spacing dyed-yeyt„ 1, .. Auul yuntkku wJ.depend on fwld conditions tr.d reach.from ayytµ_pe cot secuon. i'6rcr.is�me per-•HwK-sr•B-be-faLLpey Measunm<nr and payment for medway excavation and haul yh reamed w bluing.ham be as p,vWd undo woo demo in that Page-SF-d7 Reitman D.te:April 26, 1%3 L J r r. '1r Ir F 1 2-09 Structure E.cavation 2-09 Striacture Excavation AB anon for the W.lams of mteri.l ta,from,or on the fit all work is which treSru eaca,.d a enread..de eb r yoh sae sh.B W mmidee rd Sorlilental W and torhu l d in the of 4 feet,.a adequate system rot breech neavat n.that mrets teak price of other units of work. the reecho earob of the Washington industrial Safety and f bcatlh Set,chapter 49.17 RCN is required. ' 2-09 Structure Excavation Ten Coro out,'mu.t mhm".oe.eta of plus be(urt.ho v g i Thew mug meet tin plan Rquvm,mm ant forth in Sewn 2- 09 3(3)0 2-09.1 Description Upon rampktieg the uorle di Controete f.1,41]rtmove nU ' shoring unlu.INS,Ends or the Engineer it~ the. _ ..,rxturt exuvrWon comets of auvating and Slope..,of all natural material or min-made objects that mug be removed to 2-09.4 Mtfgutvna.t I m.ke vnv for bridge foundanont, wining walls, cuNerv, ' I ormrhu for pipelines,mnduits,and tithe,Artecti ms u An"m Exuvabd mournab will he ms.ured m their original d.c Plana poation by d.c rabic yard. Tw Sure wiu messum Said pay for yhu wart dw includes. unless the rantract provdes only the material acay.ud from bide the IimL des Scream otherwise, removing utwk or partial structums. grubbmg define. If the Contntlor auvata am,& these limes or ' Strum me sin us wouldth w thus n o:hetse be gmbud,buet nd ding and performs e excav Sa in tba. desertbed S.aoon 2 09.37)B.a :uer rmevmg arming. cofferdams, or uusom, pumping or h.0 he cunSiderrel for the Concnmor'. benefit and "hail bt draining excavated we,pwteeting ewvated AuA,eats from She m-lulled in She inn of outer bid items wmhe, uW placing and rampa<toig backfll. Horizontal Limits.The Suite wB Yw the aides of Ne trench lbs work also includes the eaciemi.., baul, and or p"as horrontal Ivniu in m".Swing excavation. No payment dispasal of a0 antututble materials inch u pear, murk, for strurom,excavation will be made for material removed (1) swampy at umuitable materials including buried IM and mom uttn 1 hint outside the perimeter of Soy Pete cap, footing, ' gumpt. or.cal,a)mom thin 3 fat beyond Ne madway Side of.wing uaB,and(3)mart than 1 foot beyond the min stdre and and of 249.3 Cortutruction Requirer ents •wing`•+B For pi h. .the stab will masAm from the exterior stdu , 2-09JfDD Uhpcaal or Exuvatad M.Arri.l of the pipe barrel m ululate gnutum auva5on quwtams at Jow Tr Engiruer may darer the Contnetor to dispose of ar tted material in embankments,b.ctfdb,or remove it from Horizontal Mink(distance the."e. Pipe Diameter from tide of Vipe borrel) All ratio for disputing of exravated mabrtal uithu the Pmjort bmu shall be Ncl,nlx' nit rantnet pace for Umer 13—he. I c ton;or raury rwr nn.ttuR excavation.MISS v- I"0 go.t .tar 0 S hv fm.11 an< al -.1Yw-11w110' Sibr-Y,e� IOYN,Wm Yexh.. rest a-+ S the pq,rcm I S f.ai sMr�.McMleeg-SAW .44e �,w,Sµ03btlArryyarh . Cula ,2,poin Wtw t .h l­N. 1 fnl� If the ra et mc ntraludn un,murt c vaLon.Cues A or B, ••d pqr.Roe.WroYgn unebdmg luul,She uni,mnnae,prior•hall uC.ludr ell rasu for 10,sewn win _ I.idmg W hauling caw m.urvl Ne oa requ.Rd dutao.c. 1 uqe,thin 42,Roes,Cm, .uei to the he all such dlspesal tau sbaB Ne considered incidmui ann<.moR W..5n.Rbr.m t m the work q.n.wranl plan vipe ! 2419.3141 Cort lrwction Regdirart 5br .Sir m vmeq..w. Excavation,Clua B Thr above requiro rents for suutore evivotion C,u. A, For a mA hok.South baSin or mW,the lava trill be 1 foot .hall aPPIi .:...''a SttuetuR anv4bam CIuS B. In Seldom,0, ouW4 the pmun•tar of the muctum Contractor Shot.!follow Droahm ' of 1hx Spoetfimune. Sa a Lotter LSW.For a pik cap, footing, or sail.She both.m appl a b de sped&turd.of Sark. elevation Shown N the Plain.,or Sea by the Engineer will serm TR hole for Say ubh bum or m.Nrole SW pmv.de at So the burr limit in anow.ring St uture auv.tion.For.wing Joan I foot of llouunx between outstde 9turtuesl..Moon and wall,Ne boor limit will follow a lure p.ralkl w,he bottom.col the unduurbod and bank I foot below a. Any .11 from pile Envmg will br acWdrd If"Aunt bur SAY tread, Sr other acavatbn 4 fin or from auvaoon quantum mom in depth but don not meet the open pa requtRmmts of For pipe larva the bottom Doubt of the after will Sine Sa S...24)9.3(3)9,i Sh.0 be.bored Tw Contracur SImR.,SU the boa bind for maturing excavation Ten:Fngaicr may mo be responsible for worker Safety and the Stab autumn no another lama whin exca,lor.mug be mode bchew grade rapurutbddy Upper Rm'ra.'!he cop 1.1faee of the pound or gram bed So the "fit .cguu w. or the upper hum" for mwurvg PageSP-,O Revis on Dote April 26,1993 L J r 2-09 Svu[ture Exm,ation 2-09 Suuctme Exciove ion excavmwn.If the Comm,or a serynle contract,ircludcA a pay the rrquved ekvuons. In that sac, the C.NUACAO1. at no mr,for griping to remove mliecals the upper ILTa will be the expense to the Sum.shag replan such camera wW coterem or ncat lima of th,grading swoon shown m the Plain other mamrml the Engineer sppmvca. Tte Eng.,.may older the Contnaor to PanaBy build the 5. 'Storing or Extra Excavation CI.A'.lump sum. emhankmem h,mm plaong pipe In drat ease,the upper limit for The lump sum comma price for 'Shoring or Ems measurement wtil be but con.than a feet above the invert of the ExcAvation Cl.A'shall be full pay for all labor,materials,bob, pipe For A structural pine ptpe. pipe arch, or underpass. the and equipment needed to bum, dcw+mr, mid remove the u upper kmh will''e the top of the emhA. morn Al the Tome of shoring,cofrndam,.or eauson.When ems e..,aunrt is used mollsmon As spa:'M m Semen 7-03.3(IIA. . lice of mrutrumeng the a1oMg. cofferdam or cawon, din I 1 Cnsrq bukfdl.AB gavel baekfill will be meuund by the lump win contract Price Alan be full pay for all "Auto hackfill,cor.tpction.asd other work mqu_md. If select backLll 'll cture Piro be As matured ie mdoerueee vrgh section 1-09.2, n ttrial un.require Wo berttq uM Asn the a ms of separ the-0iaarrs'�na.vekarrse( curs exo later.At the Comnaor's elpeme. If it is necessary w place npnp outaidc of wiwreAmA w suvry�caaa--�v irylrlad.�Wwtar A r P., " sour. it AhAB be PAW by agreed price or fort, Account Shoring or eAws escalation No sfeci6c unit masunmcnt If the Engineer enquiries shoring, cofferdams, or cuswns duel app`p to the:ump um hem of+honng or axtn c•csvmnn when the condact proteges coo bid item for such work,the San Clash A- or Shoring or a cavauon Clan B. NF 1 will pa)As pmvumd lo Sacbn I4)4.4. If ,,c Engineer mu uuu de Compactor to build shore-9 or I-feet-a+ r-tra rxavwon Chas A that catcpds below de clevstion shown a 10 A V . .a .19 __ b the Par"the Sum wtd pa)the lump sum prig W no more wdwo le , when urc clan depth dot not e,us,d 3 feel Pot depths erea:er Qaser than 3 feet below tic em.ationc shown. psymenl will c As y>-.f-tIe`N. ils-a. pmvtlW m Section 1-0e a. 6 'Shormg or Extra Exavawn Chas B'.pep satire wA _ fee'Lump Sum. The unit contract price per Agxapefent lump sum for slafurak+.a.PAYrrtanelmYtlwMurw+savntecs'�"gso-A r., 'Shoring cr Extra Excavnbn Cl. B' that be full PAY for thr OF+ke-e W mnatrvetiou And rtmrval of shoring.The sink coin."price per squam foot shall be fun pay for W eaeavation, back(dl. -M-de-pyrvf el companan,and other work required when extra exaysdon u used.hmu of eunnrue,eg M mg. If seest backfill cousecul u required for bAckfd mg within de limits of the structure 2-09.5 Payment cxcsvau.n,n shaj sip lac requued AA bskfrd intaral for the est.excavmrn at the Contractor's apanM payment will be nude for the(.W .g bid.ems when they If then u no and item for Boring or extra excavaunn are uick dod.the proposal Clara Be semem(a t Irma snit Ue nature of the cxavatbn u 1. 'Stmctum Excavation Ca..A'.per cubtc YAM ouch But shoring or extra excsvawn a re'luued As determined 'Structure Exeavmo.Cass B',per cubic YAM by the Engineer.payment to thc C tractor for the won will be 3 'Street..Exavavon CIA..A'cel Haul',per cubic made in aword..mc with Saxon 1-04 s y.rd. 7. 'Gravel Backf ll(Kind)',per wbw 5 d Too , 'Stnmum Excavation Chas B Incl.Haul',per cubic The unit contract price per 9 birI 'too for the kind And YAM. class of ha<kfq u cA shut be full pay fo. all labor. treterul. „I The unit convict price per cubic yard for the bid turns .Dols.And equipment used. J Wad As I through a above atoll be full pay for W labor. mucriala. una,No,pment, suf pump.&,er shall be included in the unit bid price of other keens of isork if 'Structure Excavation' or 'Structure El,avatlnn noel Haul" arc oW listed n pal Warns in the contract. Paymcta for mounstrueuou of urac.g And pev.g 'aithm the p,ru of strudurt ex.,ano.will be a the applicable unit prim for the pars.volvcd. If the Engueset olden the Contractor w eacavAm help.the iue atimu shown ut the plans,the..i•comma price per cubic YAM for'Swaurt Escavawn Chas A. B'will apply But if the Contractor eacavatca deeper dun the^tins or the Enguoer mq,. the Sum.,W rim pay for mammal removed fmm below PageSP-49 Revision Date: April 26, 1995 p r S 1 s � JJ I � 342 str.dtpairtg a ngat6 5-04 MpWlt Concrete Pan®cot t hm. grade, depth of cou, and emu-aauon wthaur 1.Nu,ma,nng Division 3 2. Road Mu Method. Each layer of surfsWg nnttrial shaU be spread by equipment that w approvrd by ` * Production From Quarry and Pit Sites the Eyinter FAUIP.e It that taus.wjreg.lim of {' and Stockpiling the •urfsing material during the .pn.ding 1 nomatioo wdl none be alln.ed. stm0ar ape of sprndm quifma,t .h.d be used th oughout We limos of each .eparaw aPmnd.x Watm. 3-02 Stockpiling Aggregates Spmadieg ae.m,u area,of ka than 2,000.G..rc I _.v yards or on arm irregular in A.p my be .. amomplished by awes memo b 3-02.4 Mmun,inenl E.&i . The f.W w.g:aMUW depth of mmpaned material shall rat Glaring anal gmbbmg of the wockpik soy will d mu•urtd be eaoeeded many one rs wK aw the sppmval of the th accard•nm who Sam,on 2-01 when the prop..]includ.such bid arm.and.mh work u reptred oa.mmkpde me provided �S 9:Ikea 0.50 foot by the Sala. Gravel W. 0.73 foe Spaif mearuk or aUregua,du:gh am in the propo.l Cn.hed surf.[., 0,35 h.. a ba ea nakpile will be m umd by the con unlet,the propu] chow by the cubic yard. N. 71de cubitc yard - volume Morel pay gava y,will be domrrn.by emu-• otannag w m Division $ e mph od aockpik or by cemputuion of the rOI.em between G Aigirml Seemed surrace and the sto kpiie surface Surface T eautments and Pavements ' using digital Wrens modeling luny tabnique Sprs'fK mmenak or agtmptn oulgnev4 m the prop..] a br fro"-neckpile will b.:nwe..red by tha an or by the cobs y.d. whahtvtr u .hown in the pmp.l It aymnt u to be 5-04 Asphalt Con^rete Pavement made on tha ba.0 of cubic y.me.moo m rn,at will be male of _ the volume m da M Wu&vetuck at the point of dehvery on the roadway 5-04.1 Daaip.on Thu work .MU covut of one or more ...n of plane a-Oh-4 matte placed cn.Pmyamd foundaKn or but Division 4 th .ccord",o wth th.e Spaifioahou and an conformity with i� de lira, grade,thiclrcaw, me type.] cmn-sectiom shown Bores ,r tk Plv,.or embL hod by we Enguwe, ` Asph.h connate•hall be mmpomd of up1uX and aXgmg.c i .,.ch.v,ith or vnw.ut the addoion of maeral filler end blendmg 4-04 Ballast and Crushed Surfacing •and a` may be °q.uad, 0.6 be "noted th ere y ma repr .. specifrod a prevido a humogenmw, walk ud wOmmle mutu. 4-04.3 Comlrutlion Requirements kephaft aaaa'ne Clan A, Chu B. CW. D, CW. F and Clu.G we devge ed u keeling m wearing mar... MVhah concrete Class E u dntgrured u a pavorand has wan-.Wdh 4.04 3141 Reds,and SMethod. Af; the uoeptwr of uphah mocrne Cb u D. tB nounurm arc t as th l mr f,t. actag All[-mating,and , for muWertd dauc Beaded uphaX concreto. wch kyer of .urfac�ng rtWl be aan.atted a the rwdw.y an apfmay.d veWalm.Vehick.for luuling b, 5-04.3 ComirwWon Requir'esnmb niemre shell be capble of daposiung the mature wdhin the reliving hopper of the apread.g .quipeemt,or in drow of uniform..a front of 5.04.3(5) Conditioning of Existing Surfan th` ImadaS N-toaa. with • minunum of What the surface of the eauung avant,,m oW bes u sg^;,tbon of da mu u+agal.,r.hal]be bmught a urufe:m grade and a o,ane,i.n _ A hoar grader nay be wm u the apmad.& u epfrmvad by dw E.guaer. .him or the reading mshem uw➢be eapmfe of Pmkr t ing of tetevea c r broken.orfem over wXich asp m receiving the material by dirt" depom m o• hnppar [.acute u to be,ph¢d in raquued and nay ht nown,,61had by from tha hauling vehak or from.oraform wvdrow, :.rag d<tpe ifiod a.phak..rate placd wab.n aaphaa p.vu. -_ and be ammk-of.pd.,and srx'mS the muerul gyrator patrIl grade,nor by hard rakinS, as appmvad by the a e depth and surf•.[foe when..acted will be we Engh.eer When .sphah mr.ewe p.vemmtt CW. G u being nonwr,'tod u a wearing mars ovaky. upon approval of the PugrSP sp Revuiom Dale:April 26. 1993 I � I j s F-I A.pwf comae r.vft ,j 4,o AsahsR concrete Psvm , BnQuwer,uphs6 swnrem ptvemena..crass A or CWs B my be m oosl b the o�r�kveLny.Pnvd d ahert u m inceeuee{yara AIW prckvtlinp sIW1 Ee w.pe m be upluh mnemc wed for Mkvehny aYl lhoaouehiy irvyeset+syeeeF bsnsied hii.Ime frottha.�b� .. 61' �°'°pwaetRrn�ast�-�� R*�ehen--R°b' �wthe" II P6 wL °�S�e ee^aa�-aM-NeY° -a'n } ACXnS� ACA^{wttiiNLe- �-{��°o..NrMneu�em'+�.d+.err.d �"�eew�"nNeer4-a'6'e0kep w��r . �^°ew^Tlin!wk� �en�k�e } �'daYd4n�etepanwa � � Atf,hslfCroner � ' k S."J'n I } CIF tlrB-nef�O'�Fe�sM+ee-Yse-pta�aa- -10 ""d s�nanve} & ibfie..^-wFtimPbaCM-e^�+M�M-ioe-eFe Ne"'Pry�,+MF�.e'-�yye--fe+-tihe Nrir`- ._ P�utaFiet'Mseb^��a+k °n"M"k+°k°u-k�Mtw�mt-^AsMdwrwerl sesaaN-seF � �s M^R'�t--wN�s-ebbeaeF"+M-beaad aNyyhG �.!"^pItT+Mrlrt bhsed �43�Pa6M�r�Bt"s'°FAttePwweh - tiaM-wa Ind""°s+TSMe-awr�{Ms°At^e...•.rH.yt '�"RuM�Yaw4a. S"'.BarwR+( mew "e+�ba-Fw CIF-� � �^w-be-�BF�entes..t pewyMy� 6 itw��� �bdM-:_*-pleeewy�s e+n nesw+W B"�i,ewt ef.�R"�M1�-�r-t�dxx s-ere�.� Page-SP-51 Revision Dsk: Apnl 26, 1993 i, k' 5-04 Asphal Conmete Patmlenl 5-04 Asphalt C tohtxvt Paamml 5-04.3(10)B Control ant I a dam 01 Was booeaKseisssllNadmFit, mmh .1 1 1 ....... us6 ialesaa Msabsa�glsier - ^a s!B "��-�B'�al�l-F���weYl� ` Saab. 2, a Al aebba-�Ml-le-'lhWsnlR-111d--IIM--�aBIM l -- e1• Loam ..'a-BMepAMBM-fe1-M'Mb--1Fea a by maimamalR) engerFwt saa.h tt.iudeeati-ABB-lrt-wish .1�r W-wew�Mµw'daws -ewmab NrwMrise 1. am.V an d. 1y"'aelas'MA-1�1e.5s1x5-1 i a, CapMM splaeaanawa !"oil W.- a tl1asr�Mlglh�T n�r'aPRr,�B�lp'JBP-tens- f<nbaaaet•wAh a Sao M �+ f. aea-i Opp in � 4eiMe PARar .� Bnpekeb.�+�B�end-tlse-fenaaetee-w . «y-ee+�sa<s-an �isensess.so-s.k<n i Seatron-FB62{NR�ssyar F�n.n<.e1-Fleuss..e ��a��e-ne.f P 1.1 M-z-rc+eenf �'c�,a1 5-00.3(9) Spmding and finishing dotwad7-wBOn. Nsalw+ilFbaar..eh¢.[b -" The minturt shall he faid upon an eppmved surf a ,ap.d. uW muck off to Na gndc and ekvat,.n enabliahed. AapheB w+ar v even mmplyM v{N es,nth N5a 7171 aNB be mcd to M1se-a+alaeend � h. _ dutrihute tiu muturt Ilnlua oN�dvatni by Ne Engtnmr or a ified m Ne plan'nr m NC 5pmal Pmnnnns.Nc nammel B+ 'ofar'anaadwbe-geeeFednomesseselawnp i9Fpewawi wmpaed depth or an, laver of an.count shall nm n.e 4 NC fohovmg depths ef in MpG.a C.Caf 0551. Aylaa Cm.w Ct�A aM B�m W'm IYw Cwir 0 15 fm Agaah:.C1 A.Bmmdf Onn-t A7haa Cm«[Yw C 0.10 h Aal'aah C.(baa D 0.01 feM On artla-+R<Irregultnnl n,ooa'ol k obn lcv make thr use of oaehanical sprmdmg end &ah,nz equlpm<nt unP-a - I.rh<paving may Be uone a Ah other aquipnrnt nr by land 11< placing of Caphall misturca at night will pmuned exxpt by approval or ifs E1gi...or tf ap.,f" to PP N<Specui Provkkna. peexeanrt..�aopaa5aasapNn� When the asplah mitaturc k being p1o,-.c by mom than Okat,1. araa-fkasa one asphah plant the matmal ptodueW by mch plant shall b< pW d by aepataa aprndmg uW mmpaxtng egmpmrnt. ._ tlr! -Ybasfi ue Pag<-SP-57 Revisit,o Dsk. Apnl 26, 1993 L _J I F_ 14 F 5-04 Asphalt ;'rvle Pala t 5Ad Asphalt Concaso Pavement the mknure to become chilled. Witch the work in summ.•d,the - ;es pm lowly compacted museum FMB he cut back w produce a .b,hdyy beveled edge for the full thickness Oldie muse,ss-wpne.ks Wherery. trot .nn trv.nnPon to being nude in the warul For asphalt coacrete Casa.,, A, B. E, F and G. sitter, .arse, strips of Wavy wnppmg '.pa s r ball be used It. paving 6 in the traffic lanes,iiv hiding Lana for amps,Ines 'ping Paper .hall be removed ace 1 0e joint trisnrrted w s Climbing, wa,iag, speed changes, and kit tern slightly ho ec ed cote for the fug thickness of the eoum prior w L, cM...liratnn,and the specified compacted:Dune thickness ruunption of paving P 6 grater than 0.10 foal, the smeltuble Ind of compaction The m.teri.l which s cm away.hall bit waited and new mes _ 4 Jos b.0 be•minimum of 92 pecot of the minimum doubt,as shall he laid against the fresh co RegistryRegistryor camping troy ah.B ermoed bIN)T Toe Method 705- The level of be used to. 1the j.uh y WS a .mp.etioo auoed wB1 be determined u the serrate Of aM Where the uphah conchae is placed ag.usl s conchae or s'..than 5 OWAMr deuatl gauge tots taken on the day the awm b or Baer.agskut.cold pavement joint.air any chetal a, is placed (after completion of the fonts MU Oil) at surfs-,.thin pint was of cmutotied asphalt shall be,Tled to no,�m11 selected hestom within each ol. Tbr quantity edvsn.. The appinawn.hall be thin and unJnren, cue bang rep•aenud by each lot will be.greater than.single day's csemaed to avoid accumulaom.,. asphalt in depmston. prs,ductoa or approaimaldy 400 wen,whlehnee is loss. The bngtudwl joint in any one toyer shall he Offset bum _ Control lots not meeting the minimum density standard the Lover enmedtoely below by sect more thin 6 tnchu We has III shall be romo,ed and replied with safifaewr,material. At :her -inches All longitudinal pmu construclod in the top toyer the option of the Engimese, noncomplying material may be .has,oe at.lane here Or edge We of the travelled wy.However. " accepted at a reduced Price. on one-lane ramps.lea,ldual pint ray be commuted a the t Cora m.1 he coed u an saeruatr to the ouebr demlty center of the traffic lane.subject to approval by the Engineer,if gauge fats. Wbm corm am taken by the Engineer at Nc 1 The amp mum remain Open o mffe,or mquat of the Contractor,the request shall be made by caw. ' ne amp at cle.ed to tnfftc and . ha tap pint to of the i set ssvrkey da,following placement of the met. The dory cd. Engineer,shall be rdathuned for the corma copeva at the If a hotlsp joint is slowed,even pstitg macbiaa shall be :.le of$75 per are vhen the men indicates the acceptable used; a minimum compacted deaty in accordance with y s lead of compaction w•Niu a kit hue not been achieved. Stclioo 5473(IO)B .M1.O he nchkved Nn•ugMut the hostile N=JI{ set the sun of paring,if"United b1 the f'ontrumr,a Lent; and coosuructioo equipmsor aball M impact any comnacuou trot section A. be coatructed as directed by the uo misp.na:mi.. Engineer w determine Ne cumpactibility of the mu design. when upluh concmac avcmch, is placed adp..t to Compactibility shall be based of the ability of the at let cement .,cope pavement. the Conlncwr shall .nswet _ stain the •p,,itsed minimum details (92 percent of the longitdwl jomu bdwcen the steal wncrac pav most Led Nc minimum density determined by WSO)T Tat Method 7051. cement .nerese pavement The pent sh.B by, constructed by Foloveing determination of comp.,ibtlit},the Contractor n muting a ongttuduul groove 1-ocis deep and U.1-inch wide in responsible for the co t.,Ol of the compaclion Man. If the the uphah concrete pavement and .hall he flied to worm, 112 Contractor does not request . lest sateen, the mu will be inch of Rush with a mover,ennformmg o Section 5-us 3t51C wmiderd compactible. procedure 2. Asphalt Concrete Classes A, B.L, F and G coustrusted under conditions other than listed shove shall be computed 5-0.1.31151 Asphalt Concmle Approach oa the ban of a test point evaluation of t'e rompselioo,rain Asphat approaches aball be roatrueud at the batons The tat point n.lntoo shall be performed ire accordance sbowt in the Phu or a directed by the Engineer in with instructions from the Engineer The number of peon s hordsace wah this section. with an apper,red compaction trao, required o attain the m. lid -- point demt,,shall be used no all sulmequont i-00.5 Payment Asphalt coacrne Cuss U tied prek,diag mien Ns!I be Payneni will be tack Gr act of the wlbwNg bid items c pacW w the satisfaction of the Engineer, that am in.ldd o the pinpoint. In addition o the ntdomly aehded lucatioa for tan of 1. prepantmn Of UOtmaed Rossini per milk 1 Of the Mount the EMmuer raerva the rKht to lest The aims .menu price P• mile for labor wobn and vas wbleh appan da(",e and to require the further Untreated Required' shall hf full pay for all Won, See and .mpaclic- of arcs that fall below aaepubk density equipment required.c do the work described under Section 5- raJ-ogs. elsese additional lac shall not impact lire a. r.ress with .a d Nu.p n,Iwor ins tins all rest involved o compictoo a waists of we r tw,control kd. tobce.rent of a and eympmenl for all too the road,vay poor it placement of uphah .nceac ahaB 6c mclwkd in the unit S44.301) Joints contract peace per ion for -Asphah Conc Pavement Cl. _ _ The pla.mg of the top or xearmg course.hall be.:nearly w'M1uh was u..d for psching If the pmpoW dta sea malude a ooa4n.w a pouthk. and the rolkr slug poor Over the bid Ilan for -Pmpahatie of Untreated Radwy',the ro.dway unprMected end of the fnahly hid mica-m only wren the Loving 'hat ap x prepared u ec,fid.but the work shag b ine included of the.urn isd diaommu for such length of came as to purest the munct price.of the other Items of work Page-SP-53 Resistor,Date: April 26, 1993 r J __J Sid Asphalt Cannele Pa•Iment 544 Asphalt Convent Pa•enml Aephak Igmde)-,poi on hauling, ant i;worponung btonEing sand In the mood The unit contract prior par ton for 'A.phah (grade)' for aggregate.at required by the E.,ince, prime coat shall be full pay for furnishing W applying the grade If then a a bW ant for blw..g and ant the Cuntncwr of uphak ap.,ficd.including heating,Wu4ng.ant applying to elects to provWc aggnpaa from . wurce other than that the, ro.dwy. W other wort as hereutbcwre eeacribd N provWd by the State.W if A becomea neoea.ary.in the,Wmwn Section 5114.3(5)B. of the Engineer,w use blooding s.W for proper gmdu.S of the 3. 'Phut.Coat Agg.'.per cubic yard,or par inn .ggrcgatck, the Contractor, an" funiuh uvf utcorpnme TW ikon e,omnet P.per cub.yard or per tan for'Pr aulEctent quantwn of blending ud to meat the requinmenu at Cut Agg'than be full pay for fumiahmg,loading,arW hauling detumInd by the Engineer The pay qum rtr will be the Mount aggrcg.k w the plan of depnsf and.pmdmg Ns.ggmg.w in actually uace. but not exuWing We quaranty set up in the the quamanes required by the Engutar contract If then u no bid awn for blending end. whatever q -A.Phah for Tack Com-,per ton Mount of blending aunt u mty be nedd w meat the The unit comae price per ton for mMiO,ah for Tack Coat rquuementa as daumind by the Engu..r, than be fumuhed .WB be, full pay for a8 com of material, labor, woh, and by the Contrsctoi at no ea.to the Sane. equipnre, naessery for ft application of the tick cut u It 'Mineral Filler'.by lorec aocnunt. specified If then u on but ant and.tack coat is reautnd, n 'Muanl Finer', if nquvad, wW be paid for by force Mall be applid and the work than be incldd in the unit ..count as WmLfd in Section 1-09.6. For the purpose, of contract P.of dc colter sterna of work pro,uhiq a common pmpoui for an bidden, the State hat 5. 'Asphalt Co..Pavement Cl._',per W. attenuated We antrum of fora account for'MuaN Filler'and 6. '&Use anNor Dri•eway Asphalt Coale Appr m al I hat entered U.amount in the proposal w become a pan of tsc per bra weal bid by the Contract., 7. 'Asphalt Cm. for PrekveWug CI._',per ton :2 'puling Biwmuww Pavement'.par quart y.rd. y The unit contract price per ton for"Asphalt Conc Pavement The unit contact prig per aquae yard for 'Planing i CI. , 'Asphalt Co.. Approach Cl. '. and 'Asphalt Beumbuew Pavement' 9W0 be full pay for hmishing an w:Is. Cooc. for Pmievekng Cl .hall W full pay for the q..M t. labor, maseriaLa, W auppl. raaaury to 6umah.g of an Labor, qu;pment. ntamiiah, too nppba accomplsh the wort in accordu.e with the sperifcatu u, requtrd in the cotutiuction of each cans of asphak concrete gelding the rmtoval ad disposal of all euainp W drrom,ant pavement W approach,unclosing-.be pnparatten of any actuating Ling for an other coatk required w aca mpWh the wc,k. ponWW caanl coarete, brick or bitumv.u. turfs«, or 13. 'ArltiSaippIng Additive',by fora accoun,. pavement ban, W a0 other woh w fulfill d. rquinmenu 'AntiStnppiog AddadW will be paid for m aaordana dwribed in SaVon 5-04. wi0t Section 1-09.6 excep that no overhead,profit or tuber corn If 0.Contractor . required to fumuh 0, Wegates. an shall he&Uouod.Paymoot a1oi0 be made only for the•nvr -c coat min of hinwhing. hwiung ad prowaing a,g,cgatia led of the awni,.' Tha quarts, of asphalt material .haled ion be I blending sod Into the complete, Lt..huff be u.ldd in the urn rodunW by the guamny of antiYtrippmg amm"..ed. For the, contract pro,per inn for upI h concrete pavement of the can. purpose of providing a common propoul for a8 bidden, the .peoif.d.e..sp that blending nod,when w up as a bid um, Sea hat eaornatd do smonn of fora account for 'Anti- will be,paid for ts the manner deacnbd below.At Ihe.di.cretion ;tripping Addtve'and lea cowrd the Mount in the propokl Of the Enaubcr, the Contractor may be required w includr to become.pan of the total bid by We Como toir. mineral hear in tho iva_ N. 'Crack$ruling',by force account. If any of the aggngarea tic fumuhd in nockpilc by din 'Crack Sealwe wtl be paid for b, fora .a writ u , Suite,tM con of Winn,ad incorporating then.ggngaua . .pecihd in Satin I-09.6. For the purpr,e of po�iding a the mist,uW an cow of fumulung, hauling,W uo.rpratus common propout for all bidden. the Suisse hat eetinatcd the the aasury bkmi.g anus and any addition.]aggregates ...w amount for fora account in, 'C.k Soling' and ha, entered tW compldc ma Man be ioclusd a tW unit contract price per f amount in the proposal w b000me•gait on the tout bid by ton for asphalt corcrose pavement of the can,spo,,f j,cap, tW Contractor. that when blend..,.W i.act up at.but Item,s will W pant for K to dc manner dotenbed below.At the ducnlaon of the Engince, {eey.{ersq: er•m, _ tW Cnr.acurr may be required to inclose mtanl Inner in u c St. a1..e..,1. "tor_ ad-egw srrupma.y' - 8. 'Atphah Cone,.Pavement CI._for Pavement wrpmp.too AW Rap..',per bra . swilme to It 9. •Avctrcm RepairEluvatiu Loci Haut'.pen sq. � {ter—•B.emurow.e t yard. The contract P.pan ton loMCo.r' p1uR Co .Pavement see4�unt aenpieepa. CLThe urn Pa ., Repo- W per square yard for it fed AB tent,for ke.0#15. •T®pra.y Strip n'and 'Aventoot Repair Excavmon Incl. H.ul' .hall be full pay for 016. 'Rrmo•iag T®Font, Stripiag' lush be mndereet prfonnutg the ptvMent rap.wort am specified iecideeW an other kem of work .it inn rurtbr, 1 10. 'Blending S.d'.per cub.y.rd. compensation sbill he sane. The eau contract pnee per cubic;ard for'BkMmg SW' 17. 'Sod Residual Herbeide_R Wane',per mile Mall be fun!pay lor all coin in connection wait Jet fomuhing. I8. 'Soil Residual HeA.ide',per port yard PageSP-54 Itmionu Date Apnl 26, IW3 i 545 Canent Concrete Pavement 5-05 Ce nent Concrete Pavoinerl The it wntnct price per rode for 'Soil R.O1.1 — Hcmicide_R.Wule'or p!r quart yard for'Soil RGW.1 6psei6esesnt+ualdiwdwip- HerbWWe'ahaR be full pay for all coca of nWerial.labor. U. M WWI soid equipment neuaeary for the,application of the herbicide specified. If Vert u no bid Bem arW soil m,d.1 "ici le u 'eara..r.el< N required, r it"be apied all ro pl soul an for the wch will be includeo in the can nnhact p.of the other dems of work 19. 'wngetaiin.l louH Snl',per Wnr toot Olesernt' The unit wntract price rer Wnr foci for 'I-engitWwl Y Joint Snl'stall be full pay for furnishing W boh,equipment. Lbor materlah. soul supplies necessary to cnnswcuon of the pint sail Ln accordance with the S."M Plan and Ihesc 4. b ,wf-aaFMkto .0. Mrn:-"M+he Speetfrubors iF Meb - .- Aeeeraso P- G aaMAb n —c-/yaalw4Mem sF- -be I 'lob-M>w-6en moi w flw.. 0 in to, 64 SIN-aieb tse-ho"it J eteknreeF So,l o, 5 0 SN-)A- ;tom 'Eerrrpr Ieer aalsuYliem 111ak—bl 4te0tryP Any work requved to coni the uptalt wncrpc awaMenen pavement specified berem, but which is not specifically pee- rnentioted in the foregoing apecif.ubm of sectior 5-0a. stall aafealwed Ix perfumed by tba Contracbr soul all cow therefor dull be C-PP sow hided to the umr con:nct prices of the other items of work. fP'F A+Ieeeaare 6emfwwArrboed moo-artdehe- W Of 5-045FHB- #6 uun-:«..tar..td-.-e.6-, ,, ww»mt rod,atinax Ems" Go go.1, Lr-ewn.rae. �—Ae saenm.a-6:-z.inadddron-eeMxw+n.+}Y.rtb+.v-e{-are-6nt y.regrorI sixm. 1 g aas.nw+r.,I: W .r,bm.«rs.rtrn Or be , .. «xpweMwreAneG. Hesyt eh F 5-045o kilit soo-7 cc Of nen o gr0000"M OF o .fie stion „ -05 Cement Concrete Pavement i 5-05.2 Materials Goo wkeeM RaebvJlF Mwm6 shall crust the requirements of the following acetic." 2--wr�d-L18=eieVes i RvWM Cenwd 9A1 6 Fine Ae eak 985 W Coen Aagreeek 9-0J 6 loin Fdke 941.1 to is 290 N 1.0 Ssekns V-0s AatAte4eemen Si Reinfombg Skel V-0� D—cl Rrn V-01.ea Page-SP-55 Revtston Dale:April 26. 1993 I Y J `® ' liiil`ri t a . i i 545 CMIMI Cottrnde FI,Mmt 5-05 Conant Concrete P¢eemmt T.kin 9-0].95 bade to show poiraz of lle inch wear from new CY- Mmana6 and Admmn,. 4.23 condition. Drilled holy Ila inch m dumeter near _ W.., 9-25 each end and .. mdpoot of each bade an r kpo.y¢afm 9-M recommmdal. c. Truck mcxen mod! uncle .[hater. Truck maen 5-053 Comiructiun Requiremmt5 wed , , mount ad haul.g on ecte. and truck .giuwn wad we hauling pain-mud amncrne. 5-0S.JIJI Equipment amu aafe. w the cegutrcmenn of S u,n Equipmem rom.,for h-dlmt matariW and Perfomung 6-02.3(4)A6 ^ all pane of the work ahaB be anfocved by the Engueer u to d NorugiWor W ka.Bd.,. of rentagiu0ng hau419 destp,Gp\rit,,and IIICCharlKal eeld,bon.Tine qnlpnlClt shall egtnp., for WMIne\ILLB t. smooth. enorir be a, U. yob.w suffw=Uy ahead of the MA of pvmg us.:, metal mnwaen ad shall be capable of operated to be eaamwd thomughly and aporovd diachargrng the Cones, at a aaWeeton I. Bawhog pant•d a luiprrwnt cr round nu+tbom wgregation If d.chargc o' , General The beaching pant shad unclad, bw,, concrete a ar ornpltshod bf .lung the,todv. Ut weighing hoppe, and tins for tl.e fine ...face of one bad'hall be ietadel by...able .ggregate and for ach stone of mane.Ures.te.If b.Vtc Covers shall be pmvldea whin nord d foe ._ f t cement a used to bulk.a be,,hopper,and seprme pcvtecuon Pant-mud concrete rtuY be acak for enn.n,aMB be u.luad The weighing traupm of in mnagi awd vehicka pmvded Uwl ,op1 the concrete u de'uve,od a the sae of the work p,olrrs .hall he properly .old and vmtd b I,e and dachargc a completed wlthan 45 mwtaea after pmctude all b oaring ped vra The beaching ' pant 'hall be equipped teeth auuble ,lean wtroduetinn of mwng war w Una oenenl and mncesectable batch counter which wdl correctly .Sgmgaw, and pmvidod tha concrete u to indiutc We number of hatches pmponwned workable mduon whin paced. b. Biro and hoppers B., with Wq.1c .epanw 3 Finalting eq.,pmm, wmp.nmenu for fine aggm,te and for uch.n, The concrete shall b, placed teeth m appmved of the mane aggregate shall be provMcd to the ahp-f.. p.ver donned to apnad. inns+Wate, botching pant .reed,and Ra,fuwh the freshly placed concrete to c Scales. Pam and tmh gala .h.V man the one complete pall of Net machine so a daue and rtquacmrnu of Smuon 1 09 2. bomotenmus p.vemmt u achn ed w a minimum of d. The botching pant.tuU be equipped to pmpomon hand finshmg .gtreg.la and lolls.1 by man.of.uto rx'n \ loot U.S Egoipmcnt. weighing de.tca of an appmvd type The Conu:ctor shag provide appmvd power Moen. driven gang non for owing pima,adgww a number •. General Concrete m., be mimed a, • b.whog of urns and power w complete 0, uW., at the pant o: venally or to ryn to uvck mmen. Fetch required rate.TM Contncter ahau provide in least one mac,.hall ha,amach4 0.promoen,pace . standby saw to goad working oiler. An ample supply manuacturer'. paw ahnwrnt the aparny of the of uw betas dull ha mawuu�d a tM sire of U.work drum m termt of volume 0,maid concrete and n all tuna during.wing operation. The Cont etc or the.pad of rotation of ine mixing drum or bade, ahall provide adegwte anifieul ughung f.,&. for b. Bawhag pant. M., 'hall be to m al 1. edl ngh,nww[. All of Nu equipment aMU be on the job — mixer capable of combuang Net .ggrzgaw, bntb before ad eomantandy Bunn[ concrete amen, and wawr uao . thoroughly mud an paconent Swag a5'up von shall be available ontlbe n mu.wanin the apecihod mvdng peed unmediawly ad enettnooaly upon au by the TM miser .hall be N.,ped wN an .pp,-e J Engineer on . 24 hoes, bull, ancidung S.tuday, trenog dcvo, w h will \tarmat.ail, kwk 6, SwdaY.end bobday.. di.h.rge aver whin the drum he, ban chargd set rtka.e a n the end of Uw ruzog pertd The 5-0SThe Mixing Concrete noted m choice .hall be aq.pryd teeth . bell or other The he ., hall mind o• rnvbast d t pent or af truck III witable w¢rnug device dluated w give.ck.rly Wizen The mucr shall be of m.proid type W apcny. audible.W.1 each tune de lock a reluaad Muag time.hall be tta..d from the Mee all mare,aa an in M.club ha cleared at.uhabk awrvoa. Ua drom.Rady-mud mncrec'halt be mimed ud dcuve o red aocndtoa win the requuetnenu cf Secant 6-Ir 3(ay6 b The ykkup ad Nmwover halo w Una drum 02.304A,"2.3(4)B\ad 602>(UD. ,hW be rcpud or repaced whin they ar woo down 3ra m,h or court The Contngor.hall u.e VA.muM b•batehag pan,the mix..[dineolull not rvailobk at toe job.iu, a copy of the be I.,Van 50 wcond.mr more Wan 90 aaods. -_ nunu(wurtr'. duigt. ahowwt dnmeuion, and The r tacr shaB be operated at a drum spud as shown on arnrngemmu of the bade,w rferena w onguul the manufacturer.name paw on the mum.My concrete mud berth,and depth.or provide penance,ruck' ran b'than the ap fid tow ah.11 be discarded ad dupoad of by _.. We Contncwr at m expm. In We Stan, The volume of PW SP-56 Revu.on Date: Apnl 26. 1993 -' J 1 J JI — 7 5-05 Canml Contsde Pavernmt 5-05 Cvnml Concrae Plvnncot r con tom mied per batch ahall not emend the--a a Ouminal auapard.F.Th compound shall Our,be dikked by the addaun of capacity in cubic feet.La\horn on the umufamoom'.standard wlyaln Our be lk..d in MY mac—. If the compuud W f,. ruing plain on the muter beet. dulW w the event that it u too vacow for MP- Each Concede mooing machine shall be egotPPd with a d,,m.g Or application or if poNona of the vehkk have been deylce for .unwg auwnrauaUY the number of b\n:he, mud pme,f itawd from wlution. it .hall be hated to tvton proper dorms t`e day a operation fludRy but a•hall ram be heard above 100 F. AU edementa of \ bitch shin] be Uo ubanan.lY and The coring compound Nall be.ppliod ImmdWelY After Ulc ' ap.ppunualy fed to the maer w eaurt cif rerr duvibmino of comrve has ban fmuhed and after env aavPhaadt'ed waver that a.mCm,ester.aggregata.and admwura but collard on the .urface hit duapparod. or at A One RaanMeing conerac by md•ng ester or by other man. daogrWed by the Engineer. If hav checking develop k the will not be Ixrroved Adniout.for inc--g the wurkabUuy pvm cor before booming ea compined,the Enginocr may order or for auek mog the act wti be pammod Only whin apoelbed Uu \P'licatt. of the cutins wmprud at an artier atage. in or Approved by the Engineer which aeu Any conerete cut hoer Nee surfaec in fru.hieg operations .hall be removed entirely from the pavement If 545.3(B)C Conibmc6on Joints cod .woyl .,oar u Uwtt needed to 6U win scant, a shall be wbcv,placing of.ncrac a ducononod for mnre that:,45 obtaiyed ahead Of the spraying opentna. All seas cal by mutuna, a tim.verve conatngeon Ault .hall be uutaLod bauhing tool. .Naequeet w the appLuuon of the Curing „ Construction jeuta'haU he as shown w the Standard Plan compound Mill immdutelY be giyen new aMly amv..t the rue AU uan.veme and lonpoiduul con.tt"Wo jamu 'hull it F.Fed move i uwd or routed and aald with pint filler conforming to the The compound,after application,shall be Pretend by the Contractor from N u fear Nee ectiod of unle apecihN above.All l re 112.,nta of Section 9M.2q Tha width of these pion shall J 7 her l_ h tj.m etotth by rod or ethery vm u d be coadcrd u inJu The the film Of dr.ppLed mmpud. 5.5.31131E -P* C�nR Cpmpottnd The Contractor.hW pwvidc on Nee job d sulHckm quard in Liquid vOaabenveaormiftg omm,le curing compound of while om .1 vkne.homing to.veer all the ctiong t laid e Type 2 g the three ho cx of elyor the openhon This ahuxmg .hall by nequuemew of Section 9-23.9 dull be APplid to the cram aro reserved cxclwivelY for Nc prdeetion of the pvrman m asc of of the exposed .Urfa" of the concrne with en Appo"w ram or breakdown of the.Pray opipmaa uad for appiYlng the mahAnical.pnY machine.The.pray fug.full be Protected fro,n curing compoud. The proctruvc sheeting-hall be pkced ova the pavement w,sn ordered,and in rhe manner spwdod by the d the wind with an adequate lucid.It shall be Applied unlformh at Enginee,. the note of one gallon to not more th.n ISO.quan feet Anat ._,•rn which a u imp...,bk to exclude ndfra.lull he The ..,pound mail be applied with equipment of the pmected by a coveting of Land or eaM clot leas than t foot to pressure tad or pump type equipped wIN . feed tank .Yawl Metre'. or by other sUubk ad effective mane. Tha which enure. cn,o uow agawon of the ..,pound during f .praying optuwa The Ouul<shall be of the two hot type wN pm l,c tat coveting dhaU be Pl.ced tom earlier than N boon alter sufficient air to property•corium the compound appLAH Li of the eompouM. The curing compound .hd0 not be appUed during or Ae liquid mee ponlformingedrinom Commute Fuv dbal be unmedualy after nio6U. If a beeoma necaury to leave the removed /tom the omarean t cement ell, C g..po to p.vemcor orycoatd overnight. A shall coverd with which tr.ffm dnot be rs are to be bonded. Curing s mpuvd polyeahykne meeting wh¢h shell remain th place unUl wathcr i.rfaremoval db.0 not be nand Lao. the beement tint anaiued conditions art favorable for the mphatian of the toting C.owti t r sh.11 strength for pomilrrw to be lal on h, The Comnetor NaU mbmit • pmpaed remonl methd m the compound. Engineer and .h.0 Out hegin the reatoval process until the In the cant that rain My on the newly .ad pavetant Engineer bit approved then removal eroded. before the film has drill\uffutenUy w rout damage,or in the The C..mmr shall aurae W habiLoea for and protect the event of damage to the film from MY auac,the Contractor shall State Iroen any carnage. or elmoa arising from the one of apply.crew man of atuug compoud in one or two application; mueri.l.or pmcasa d.,,*.d herein •• ,� to the affected arc at the rate which. in the opinion of the Engineer, will raoR N . fire of cur n$ value eq.1 to that .paifwd in the Original ooat. 5-0S.l(13)D Wet Grains Cumainen of curios oomPoo red maU he distributed on the A. an aberati•e to the above eurieg sambtd. or a work in a maru cr to cable the Pngincer to duernine the rue of directed by the F gal er,the Cootrvtor aay wit core the .ppliate being used in any time.AU cuing compound placed m"'ou, pa•emm. Na curing dbsU I. arcompLand by in re. spray tank. MaU be wdhdm. directly from applyivg . continuous fog or mall spray to the mire Ia .factYnr a ongmal conramen btamg the Mrnfaaunf s pfemmt .urfac, for \ miner Ym of seven day.. If venter . runoff is eta.war.,covtivnou.sprickling h.aepabk. atne,bond,and lot number I Before p1mog the curing compound in the spray tank, itSprinkUog sWU not begin uvtil are mane tie .rbieved shall he thoroughly .gaud m r¢oameoded by the initial see a determined by AASII '0 TIO7 or other approved m.vufa tumer.�Y wo. 1 00 "...ad -.0 ..Ppl-ed method. Page SP 57 Revision Date. April 26. IM i Aw i f642 Cllevde sum"ores 6-02 Concrete structure I' S a ' For nonce CL.3000LS,d000LS,SMOLS,or rxroc,t, 1 I 5-03.3(19) Reinforced Cormfe Bridge Appeoaeh for uoderwatn p4eemmf N sW4s, the mnimum coatis Slabs overeat ntiu 'bau be as shown W section 6O2J0M. For Ar ch Jab plaoemem sha0 be Clan 6000 mdormiog msrrete CW' WOOLS, the Contractor p..ridtd wait design ar the requirements of Section 642, pm d...c-egeq+rwnt: enter ement nib.ha0 ram earl d OJ6. The Contractor'' ubumne l for.ppronl of a wait design yreeenalneuen-1. 0 .... Ptnonnel -rend., r1u0 be the sh.0 include the .6 proportitm per e.bi, yard and the same u for the oadwav tlab porcon.trucuen wofertwe.If both propwd sourer for sit the mu ingredients. Mix design the.pproach .kb end wd..y .hb,are.eluded to the acute s.b.i"d by the CoatraeWr ah.0 mcdude real data comma. We prmon.trtMno ormfic c may melody both cooftrming War concMr male in mrordaot, vrub the mad.y Iab and approach 46 discus.roo proposed min design `will meet the rey.lr.mme of Wes, Ra thread concose brdge approach slab. .h.h be Spneifc.uonr 'Feet data'ha0 be from..iudrpmdml testing wornucted at the locations shown to the Plans or as naked by hb or fcom.rom oes ial concrete producer'.lab. If We test etc Engucer and W accordance wah We contract documents data is devek.ped at . produces'. hob, the Engineer or a TNe .,,,mach ai b. ehah bt oar d,.od fuh brdge dwk repr,.wtire m.y aitaeu an tau-L. , wdth bon oMu,,u.abk.b,�Ijor m m oodLe uuble ahoulder at Cenerete plee"Wry a• comma but. wit be the an ekvaion W mach the nrxwm Pavemwt end. and We responsibility of the Cc, . v +'1 or -armtmn W bridge ends of the aM,m,h.lab. MH he wwtruoud ar W,. hold the coarse and v W 44W .rrae •e trill he .We Plans The apprrach stabs 'ha0 ho nooddid u shay, to .Ikwd from the a o ..e. p-.vtc :au dalp a n, ' the Plan. aocr-nnxdau 01'- inlw a the brdge ends if the weighu u . coo.. d tar mh dnbta About grow rniw w<"uired resubmmal. The G A r vg .rally the 44 w t^ Screed nJ support, nutaW m tion, and froth machine writwx of the odsfia war ru,uuemcnu ahadl be as.peo fled for bridge deck slab, 11,Cotdr.cmr a.,d prat_ a .n)sue a vUva Ic: ■■ ' Re.forced cone.bridge approach.lab am-wrr .h.0 he eseh mh des`.. App J a(a way P a a re,imr . - I outalkd u dowded . the Plana. For Method A arch., Department project mat br taad. yr al+rl ace .. tht ml- ry d in uuraWirom. 0n grout or adheac ca a .WI W utclto e n design identification.tio. c' •.� asi n r- ash p 'roman shag have a minimum wmprraaive wength�f 4000 psi at three data rem testing by the S..,e.•(n,.-..sae,- g dry.and be capable of develop.g the uhimnn strength of the lab. Data for comidt,sOo. ,.11 inth- a,afsys.+aee ah anchor rod. Comprea.rve strength thal' be determueed m less that;no,year old. awordace oath AASHTO T 106.The archon.Itah he uutalled Fee aggregate Shah of..to sectiew WA'-)Clm I paraikl hood to pmftk gmde and comer line of roadway The or Class 2. Fee aggregate gr.aUon eA he appeared akh . . Contractor aMU..r,the archon to en..,that they will era the proposed mh design. be am hgnd doing euncne pkceme.I Coarse aggmaw sh.0 wafom to Serum 9-03,10). L The wmpm,wn seal shall be u noted in the contract reading No. 2 or war W section 9-03.1(4)- The nominal dwumenu m..imum sin.ggreg.rr ah.0 be 316 iocb for Curses 6000, Fmnhmg of the rinr Wed connate ondge app..b slabs MM.6000,.ad 3000IS,60001.5,SWOTS,mad 6000LS and I .hall be acewnplhhed by either . wmburuon of finnhmg I/2 inch for Cl...4MW and 3000, 'I1, r-se aggregarr °°��"" machine and hoed finehing or by hatred futuhing medal.only gradation sbah be suhmined for approval wib the proposed The fuushed and cured approach slalom shall he troy from any mi.duigm. deviation er.esdWg 1/9 inch uMet.10-fwl antghledge phtud 'Re('ootraotor sh.0 design the coo,rexe mh W mho a paNlel and perpen rcukr a the onrur We of the m.dwsr. required average compressive strength at 28 day' (ree) W acarance with the folbwmg Criteria. Division 6 rear > re+ 1-us., rFr >rc+233 s.sw Structures Darr, rc, = ratty..,.reeaae'.sr.au.e orgta a 29 do" re = .paired.omprvai"strength a 28 days s = standard derlatio. "2 Concrete Structures the req.oM .,er.g, tnmp.n, strength at 23 days Irv) slu0 be the gerarr of the two rahrm. A rtmodard 642.3 Construction RequirVnmts de.i.tno of 150 will be mho a leu the Contestbr's moors' supplies can justify a beer.Joe. For .ppronl of the Coatramr'S coo design, the 6-02.3(2)A Contractor Provided Mix Design attainment of the required compressive urns,h at 29 days Flee Co.tractor sba0 proede a wait design for concrete a0i ne dalermind from the average tesuR of mtbig rn,6 U .60W and 60WIS. For all other dm.es of concrete,the i.,h by 1: inch er0oder.tested in acrord.n,s with W SW)T Contractor may provide ao hernae m'e design W the State Test Method..,801 and 911 Spreif.d mu design. Page-SP-58 Revnnov Date' Apnl 26, 1993 L It _J r "Fe F. 6-d2 Coricrete Strwiswes 6-02 Concrete Sumcolf", r'. To eatabdsh s vbndard devlatiov for a concrete plant, re br8-lrYisf•ue-or the eef ua of at lost 30 consecutive compression teats wiH be required tacelm m noted below. The csadm Wall be 6 inch elm br 12 inch teat apmkoem and Wall be nude, handled, and F. .9 'sae stored m sccordsvice enW N'SDO3 Teal Methods S09 (Methwd 1) and tested in sccarda.. wish WSDOT Test peepred-ms1den9r. 1 Methods 901 sad 811. Fi h set of at kart two seat specimens 1._ sa0 be made from kWrme akhes of production concrete within We last twdse mums and al the prod vnu macrne sa0 be made with WimUr 5906r6999 .d-3o0W materuh and muditnm W those aotlripnted for We proposed cone f bl the production concrete compraaise atre sth call d. , be X,vow than or equal w 0.8 fc of We proposed mocrele, i3w-fe.......-alwk- The standard deefatioa, (SI, aba8 be eakul ted u folbwa. I. I. SWxr'wvl'� S sa lll.�,-A (�, A I(.( 1I) 12 ad .ewretM sae..: . owl aa♦her N tea sahws s6a4ba - awasatiaa of W) sq,. or _ 32 handnal. assess, w---Ff H all,))F sawmaor.e v( 'heladiriAW tat ss'I10'e fes _ as d (� q values aWuartd � 2 V °�Fr<"'ef`ec" ,-eeWwI eawdwad.11, 9 29 If the Cowrecksr's coxretr production fac0ef does not T }� �7 base Woffeksst mush f mmpr ssi.e test resuhs w mM the 30 seat requirement I does Use teat records for 15 to 29 come utise tests,the standard deslatun ukutsted from these available tests ms7 be med if afar We ukulatioo we standard deslatiou b first mugip0ed by the appvopri to °s ae tutor Bivm the foWwim table: Q( Number of Ttsts• Fwtor for Ismrusmg the me{ j Standard De•istion seats �k.Te-eetablvRt6t: .A IIm". .1.0 3i 15 1.16 20 2$ 1.03 ik r 30 or Ware '.00 •InserpolaU liraarls for laUrmed'uU vumbrr of teats eeswr+eaha0 711 �Nwl1'F"^"lo"��wn'di^ '^ ",ak 7FMe-C.nN b aewae..i a, Vs--Fti i3w y-tow-Meren nuvbe-ssrr �da.�.ens brdw.at '^ R"'f^w^'a'd^-F^0^+w6w!'b' saI mm Nowt Fawns,tsar Ty thaa..aaset.a.de Fen. lave acing P: .2 bs-6 n -a--aewwrnsl sit We 1,5 ewwr.e "awitteceril.—•• oT_s.,_saw..-ar d. .1"e6.. i ix FLB p'd... 'eias,W, Ewet wee-eee*eP'^ae^last ems.wsuswe+N 35 30rr•weer 1:-0B dace iroCemeaeweNwNZreeeN, m A�, 6, tmmJeesM J wilrlew8rr—AppeeaN -a 8eparwseM-ywe�eet-s^a`.. ® i+--.�tiRaahen.oFMW�.e 3■! Page-SP-59 Revsston Dater Apnl 26, 1993 i f 6.02 Com:rte Stn cturts 6-02 Cotecrere Strti If the C'antraemr elrrb to we fly ah no a mnrtiumt of 6-02.3(2)B CammercW Concrete the concrete,all the mul.irments for.('.tremor-pmridtd tA'hac cumm a Class 3000 is spccifid for lum'maue boaca, mix dmio eh !I be me. ' raU mxhon, Culver heewW.. 'mete ugn famdab n guud - sidcwaaa,rurbe,and guacn Nc Contncbr may t1eC mmmertbl 9mRrb• l" d x"fmt•'p. did m door.am brand b.1 mteee C.Pu l cuts too mox sW na he we for briAgu,rta.g wrlb,or box culveru. Cammercul CWs ooremur shut conform to the mllowag aseewsaewAtPwraw.a� taKrr-�f ecru eeex eeYe IBIa 1 3' s C�'swea.'M Mom.rsr f ago rx CroeWw Mrewi,NWePCiwc YW. �T� MN MiP MB SV ..tee(xa a.a+e ssa a mmo...rwl wvr,.�m.m.�sa rrrnr.ri sm.e,m w w sx w i Crone Nanr aYear sv r M a ai.t vet ws gist Mu chain.appmesl prior a we will oat be required fe 'It , .4+'^" mmmertial mtlea. For commerx.)concert,the Contractor may we mobil'of Nat mature outertal by volume dd 6-02.N21C StaltProvided ht.Designs Irtaeatc The sperifred mmproal strength a 2S days and mix h J. pnspordow for the State-pmeioed mu designs are Used naetr below. Ile Comraeter may we a water-reduemy admixture a allowed in Section 6.",2.3(I)C but shall ut exceed the #F.Ganroer0yah"sbmnwwxcwaFtlne sprcNkd venom cement ratio. cw.wc doet, Q tot^0s I rr� 6-02.J(3) Admiatww n eaw wu sr.e..t o.e.r tau Coucmte admrxtutes shall be added to the mttae mix.1 u.ma s ew. the tmx of bathing the oc.sx c or th accordance wile the - .. Crr �w P rnorr sr manufacturer s verger procedure and as approved by Nc Engineer A copy of the manufaC.urtr'e verimen procedure dullrat 4w er er wo be formal to the Engtnmr prior to we of any adarirwel Z. ens sae awe eves Admtxturm from dJermt nuoiifseurere W.0 nor, be use ��. Pew n ar rti bgahcr unlos the Contractor provides nvriaen O.CumenUuon all aaa'w a nr tr verifying that the admmtura art compatible in mmbioatbn with an sr tr re other re,s U of the controed.. .B d ..Im m from the .� mnnufeaurtry prival AdMat re sea h mbmddd b the o a-trot E ug mix for .the .d Admixturtd aMU ttil he added b the are am r.is oc ed ut eve du a conercx with the modnfwd pmoedurn vrnUl the Engbxer hu No entraad am motet.entraPPe our only. appmvcd them N.Wring If the we of admixtures b appmmd 2 Reduced venterices.ent ratio applies to low it rink by the F.,ioeer for a!watt Pmridd rob deign,the modified mpcome (CS) and mocrer, for uodeneater placement in rob drain. trio mill be maldered a Sao promidd mhr —' shafts, the of a caster mduciog admixture Is mandatory, for desqu. these applicatioux. lorrmt mane and fine aggregate - weighb to adjust the chid. 6-02-3(J)A Air-Enmiryed Concrete e Aggregate weights lutd nee bad oo • sperlfw ground grainy of 2,67. The Engincar wiU sdjwt aggregate AI!mar-mmwro concrev ryxcod above der fill Wc. shill M avmtumcdmraeFFSpmarewM� pmportiow for the sprcVa gravity of the aggrgtates ad pe,,,Fd,y,r,e1 m Minim.. cotraiod air malmt and to adjust the placsba, and worhabilus to aunt shaU be 4.5 percent and the maximum shaU be 7.5 percent, pacemmt requirements. 7bc Cootraabr ., dint b we als xru c unmt hn or rerc g Refereare Section"3.1(41C"dig hr , the frwhed ground lux For our rouged concrete Cenerde env MM.Sate prorfed rob design,obeli be placed bek. finished ground Unit, the " day compmssm mlr supplied from Cmarer paab with an esabinhd zU.d.rd s,wir* shall mM Nc moamaltrrburbtmmb(a the urea of a. oar deratoa rapt an exceed 600 psi The raadi d deealioa shaU p o,ided. If the f-0olrconcr a pl m a'v it.exit r rate p nridd m6 design marine pto tithe imbed 6r decemad a exnrd..ce wah Serino. 6-02.30)A• gmuodU.c and this m.<rtte falls m meet the minimum Coarractor F'roxided Mix Ikyign. sperified mmprmsier strength ,fc1 the mncree shall be Paga•SP-60 Revision Data:April 26. IM — h, 6-0. Concrete Structures 6-02 Concrete Sfruchrn <e,I,,-,d at <onaN< -kb eoomoforminfl -etreng,h In producer office. A aharly visd.a m91 data plate (or pWe) aam,d...with Section 602:1(5111 ..ached to each micro .4 .,min, aNL d:.pt•v (1) the nisxrmbm WW,,ac capwAy of Uar drum m wn' .r fur—9 642,3(3)B Water-Reowing Admixture and.gaxios,and(2)the onama n aped of M dmm Jr bled.for (owe o,tLs SOW from W<Situ Providad NEW D"Ca boil.th<agitation and mixing rpordr. Mien ad aviation rit" tad tuocrae used in all nndelwNer PL-<emmb for Ahab. alw ate am ry, oper within the capacity and llawdmf-mu Iwo bridge roadway(Ions,traffic and pedestrian barriers end sD sit by the mrnufacturcr.MY mixer,when luOY Waded,shall nix he.ahrNk motreze,bell include a caster-reducing admhture. the ing'edtmu arm a unifomt miss andw the roquime,time My For Wee use.We Coausertar theill add wets rediter with:- asium, -Ten fully loaded. an a keep the umo a Lvfomdy the manufeturer',retommmded nine em.,u approved by 'boxed adl mum and agitator shall be capable of discharging WeE-gwm the Wmomrr d a Beady ,.re Only U. uawamnee which The COntndnr troy uW • cat r. sAmuturt o: a meet the above em.tro mu+ill bo albwat W dehva-root combutuwn waur rduter and rmidm., ...mbxtue with the to my am,proycet covered by theW Spoci i eaWne. EngNer's approval. The batch�f worrae,lull beischar dged It War pmWax Sae no mom than l t/2 hone af rr ter the came added m the 642.30)(2 High-Range Wata Reducing Admixture cm'trac mixture.The distharge limo m.y lot txunded m 1 314 A high rangewater reducer WuperpIuv..r)nuy be bard hour. it Ne concre. umpenmrt u la. than 75 F. W6a' in W ConcncWr- dd mu destgru-+Mh♦he�ng*rnoro tad .- prove aPPrav'J. The equal In use a high-range water reduced , With We approval of the Engineer ao!u hag shaD be suhmtted a.pert of the Coot.eat,rr's wncreu mu as the 4-opmewre of We mrcser being placed in been.75 F. design approved requett the ma.wum time to discharge may be extended m two boon. µbin roodi»m are loth that We muter sty 6-02.3(4)A Qualification of Concrete Supplies experience an seelared initial air, the Engineer say All conorae Shall be Suppbd from a.ntretr balch Plan" require a iroeter .e to discharge,. thin have been p".1fcd The iusbficauon Nall comet of m In uamw-moot,.mica;duo begin within 30,aods.der amoral cadifWaboo wpWwn of Nc ronorac batch punt cement n..ddd tc Rc a,gegetu. faciatiea end delivery ruipmmt.The uetifirnion Napcotiun will Ccntnl-mud wrarmr,uanepntod'oy vuot mrurlagmmr, be conducted by the S. The cottereu buthmg egmpm<n,and ,has w odmgo more then 250 mvoluuon, of the dmm or defivery equipment shall rued all die Millie omen"in M-4 in bids before beginning discharging.To mina.below thin tuba. the WSDOT Marital for Impecuon uM C<mftoaWn of Concrete da aUpplc: nuy agitate the concrae mteenooenRy wMm Nc Production Facob"c, pn uribd wi-limit.µTon,v.er or donaw.arc addd-Bar For «nW-mud tnoceae, the mixer null br equipped the load u uu,i.Uy mixed. en s:•.. .sal 70 mvoleew-will be with.Wrar Rat Or:vcnu the batch from discharging ontA the tattered at the Twmmen.tdl mum.apeed. belch his bun nix o for UW p.nbd mum&uinc. A mixing For each Prbyed, a Wst biannually. or a --oed trio eme of one mtntac will b.to lto d r6r1 all mueri.h and wear Engmem.will examine, mixer, ad Moment to check for any t have bun muMueed mW the dmm.Shorter mixng time may Sc s boob,of bk.. r if Ii,c or woo bide.If art quality o allover. if the .weir performaria u balled N .ecordaricc wbh mraa a prabkm,or if the Enguwer wuhu m cat 11W quality of Daigneuon 26.Vevbdrty of Corrbtuenu w Cortese,Concbe Nc appe rxisn,lump win 4 be perfom inn won ompks Mich a Manal.D S.Department of the Inutwr(ASTM C9a-glob Mori, d appmvrtutely Nt I/a and J/a points at the Mtcli a At Corco w Druformu)Requiennenu).'t uW shall br enndudrd discharge.if NI two slumps differ by mom than ou half of 1N by an mdepeodem testing lob or by , mnmcisl wrWme ...rage of the two slump.Joe.W aergaFdui'ep�al+a-U,r g prod.,,lot, If the train art performed by s c,oducer',lab,themall t Engineer or a mpmumativ<will annul all uaung. egmpmeni .. not be used until the huhy Was, I Wn a wrriggb However,ther. WIN p otaYen itit atharp long. For ahruik-mind then 3,die own[lane m the dattrary mixing tine or ,mallet bad, product b.tcnn then pin, the mien shall rat be la,thin JO,tends or until the Ngmdirnu slump unnfcmiity vats havt bun thoroughly blended. All toutac P'ducuon leilaiee will be Sub,-a m MFor tnruamixed or shrink-miad courac,the mixing tune �ficuwr impactions at Nc diurut,.. of the Enguwcr 7� ne the using mixer ahall be a minus..of 70 rtvolutien,at the Venficawo iepaaonr .e a rMck for. mrmu Weir ... inning spud dnigiutd by Nc nisnb6due1 of the moor umfiwumm.. ew..Y of woe,metering device+, .a.un^y of Follcwin& mixing, Rtt wriest cat the time mixer iney nt the bauhing pmores,and verification of a..rae rggregue ginWy ggiwd a Rix manufgauer'. daign nod all"won ,pod A for Contesdor-provided not designs. mrxwum of 320 revs lwoa(WWI of mixing and ageate"')will If the wocrcte proth.bath plant or delvery N,bpeirn her permitted prior to discharge fins to pe,the vtrifiation iorpatior the fotbwing.diom will NI onmax-much shall be equipped wale .1 oP m w-1 be taken. revolwon counter and a functwtul deviu for mv,.momnt of water mild. All mans,drume rhW be free of wncrtu bu:huP I For N, lust nelabon, . wimr, carom, will be and the own,blade Mall tun the mNwum speificuwns tf pmvidd the drum meamlitotum A copy of the manufacturer- blade For da,000nd vllsb.r,the Engbtu,will give weArn dtmennun. and wnfegurau0n .hall be on file a1 the e0ne1de noufcatmn and 0c Stab will.,",,the woven wail Page-SPfif Revision Date: April 26, 1993 L J 7 E r t a 642 Contlele Structures 542 Conuefe Smucmma prig rotuuion equal w IS percent of the wvmoe cost Quan iy(Quar",b.tc:wd itch bad of the, comma,den r supplied from the Po"t of the Type of wrceac euhcr by clash Or Produm --ugn intram..used the deficient codna m is correcud mu number d Fer tlhe thud vblawn, 01 conerta supplier u rarwm_producer.Type.and Mill CcAtfieatson No suapeWd from pmvWmg wrcet c until all such Fly Ash(if unit)Brad ew Type de6.ieneia cawing the violation have been Approvd aZtm,-r gradation designation pemuwndy corrected ad the putt and oqutururt Target Wtgh. per cub. yard and actual ba-chOd , nave been ,...paned shut'wets W the prequahGcauon Wctghts for requirement, Cement e. For the hunt vbhtm.,the concrete-uppber aMll be Fly Ash(if used) duguakfid fmo:SuppiYmg concrese for onr year from Cuane Concrete Aggreg.a(.ch eve) tbt date of diaguabficatwn. At the and of the Fine Coocrtc AMMS-M and moisture mvtedt awprnaw., penou the o.erree -upphe .y request Water(incldmg I,nwuture th aSgmg.w,) Ilut t-c tacd.ms be wp<uod for prtguaL •wens Sdmixwrw brand,qusnuY per,100 w+.,and wool quantity bat<hoa 6.02.3(4)C Camistmtey, Air Fntrammg Adenuture The maximum dump for vibntd wncretc shut M Waer Rducug AdmunuT i 7Tras inches for concrete placed m all feetetgs--be, Odwr Admuu.re 1 ( b ds, a1.b+—arid .Aur g,w Wegha shall Maur-Within a rwo percent Of the appro+d Mrge-e4hu. Cement weight shah --form s6b-6edgar bridge rwdwq slabs, bridge with:- + toe percent of the apprt.rd large Weight. Water a-pmaeh slaw, mad flat slab bridge measured by .-lame or weight aba0 conform Whitt. 1$ supev U tum pecmt of We urge vmouot. 2. Fou,inches for it�. r,mrcrac Target weight shall w-form w the apprord ash eesg- TM maxunum s1,rmF h-- nvrbnted concree .hall be Or sr modified w aemrdance, wkb Section 6-0T.3(2)A and T bcha Seem,6-02.3(2)C. :R e nm A copy of the appbe.bk CCI1 out cortifi<aw .hall h pm,Wd dady with the fins load of concrete wing 01C cement Ba.e�m 8 e-i' from the tlentiftd ahrpr rem.The Certificate Of Compliance-hall in. h< signed by a responsible representative of the concrete When a high-rang,rater reduce is used,the matimum producer, mlwr dun the driver. affumerg the securay, of the dump Kok mete be ueread an additional two Inch.while wfomanco provtdW In lieu of providing. mahme produced ' the motrete is affmad by the.dm'v[urt, re Ord cO.aNNg .0 of the above inforrnii the concha If the Conhacmf is unable w provW< a corcre.e with a pia oer may use the Sawleevided primed forms. which shall werksbk comtotency, a waver mdw.wg sdenuturt m Sate be compiecd for each load of concrete delieertd In the project prov,ded mum may be and provided the batch man she slump Aceeparwe Withng will be performed by the State in , lies and complies wide the proportbn. requuTd to Socuon 6 .cr mhurc-with WSDOr Stadard Ten Method.as w f,M to 02J(2)C. the WSDOT lnbcrm.ry M.na.f. WSDOT Standard Tat tV q.. - _the w.-sm m Method,to be used nth this apec,fi.b.n art. tlehrr On.iFi.ekes,netetewrev-beaWs sees ael Memod o!Tan fen t'onpnwne 4n 116,of Mddw Cybnd.n 1W Memo,of U plm,Frese C.. ant Mead of Ten fin SWW of Pan1.N C...C..fi-02.3N)D RelempQirrg 605 Memo of T..for one—us.of pe,r.a of 1. mul A,.;n my}-enermeW6wb M-rmehM+thM< e.ed, ww.d C..a Comm. raYntpna6reet it rid- W6 Mena.of Taw for W'egb,Per Cubit I--d Cemaa F..w,of Cm a 602.3(5) A-epuraee or Contete gW Mot. .( Mibus. Handhg, sad Suvea Conwu The concrete pawl. .hau ptuvide a Cebfcste of C.q,nWivr Tr Smcm,w io aw FWM Co plian¢ for each truckload of wocrete The Cabf.W of all MemoC of Cq,puy C-hnd,wl C rein Sp..mnW t Compliance,ahall asateda-eerily that the deirtrcd cavrr.ee is ie enmp0aaet with the approved mh design mad shall Concreu tbaD be sampled as spetiBM h Seetkro 6 >� ioclude 023MI). For the inVial amepuoce testi-g Msouuctumr Putt(Bawhmg r.,tw)) subsequent failing where . p)a,'emmt .poem modifrcs We W75DOT Contract No ounerer properties,the ash at..may be.rljurtd bad ov • tbatraer'o . request The Contractor shall pro.idr the rC slue todjm sh e e Zest slu .es. bog with . request to ime BawFd perform the initial m•epuaee testa at other that the point of Truck N. pum a re etmt pvidd uset S . 642.3(6)D. In ease of Weal Revolution Courier Reading qumina mnrerning the tovtrMTor's supplied aQjuatmm, Poge-SP-6 Rt,i..o-Dote:April 26, 1993 i I� f! :I fr li 1 I 1 6-02 Cluncrm a Slructufee 6-02 ('�Rtvel<Stnlc;urrs r Toluca,A tort confirming We accuracy of theme volues shall be Specimew for eomprasios Seating shall only to made from y .I ISO formed is accordance with W'SISOT Test Method 903. wocrete teat is accepted for placement The water sealant nos 1ba0 be dwermined from the Slump Acceptance, but not rri rime, may or, raw, testified propaninus of the cols, adjusting for on W< b deamaed h E m&p 4 job y the ngbes. Dur lac=ment o!mncrne, addrtiom made prim( m acethe Pr onion. The weer when the slump er.eeds the maximum slump specified, the I cement ratio ahAO cad orveed the pcoportbm approved !or folbslisg procedure Wa0 be used W ncalyre We acerptab", If1t We Cudtrariu,,,rorided mi.desgo. No-sw mar be added of the cancreter. to a ba of concrete After, acceptance lasing or alter 1. All concede from a tested buck bad that acted, the Placement hen begun. eseept for concrete rued a Shp sPv ifed macurum slump by afore than rue Loch will her formt4. For slip-formed coocrelr, waw may he added rejnted,And shad be removed if placed before!rating is i dur:ug placemrot but_I all noG mtmd We maeimum craw amplete. remmt rate to We mu desa0, and sha0 meet the 2. Concrcae delivered W the point of placement that M meld, requlremmts for vAsotewy A3 described b Section 6- the co simum slump,by c.e inch w less will be rejected 02J14;C. If wow is added,An ale and slump tat shall 6e usbr We Contractor alert So place thismncret with akm prior on resumvg placement a mrucc that speeificalan price adjurlmenl. It the Cooacu.r ele AnWicts place mobrmance has Gad maWaaeJ tr concrete, the price Adjustment or slump deviation shall Coonet,properliet shall be Imleaked from wwrete As be calculated in scsordA.. slob the price Adjustment delivered to We project and At Accepted hY We Contractor for calculBw specified below. Placement The Stot< will wt for Acceptance el .0 We If.t any rime during the concrete placement We taal air concme for slump and aw toneml,d applicable.As folbxs: cooled!davlau a from the minimum or marlmum pereenl of 'I Concrete properties shall be determined from concrete As in:al cob content aPorifed, the folbwiq< procedure shall be dehrefed W the Project and As accepted by the C:ostrxmr for used no Small"the acceptability of the conserver. Placement The Slate will Sell for aweptaure of W th:.. i. All concrete flour a wLrd truck bad that erreeda the cawrete for slump And air content,if Applicable,As foU0, matmum air autral by more than one percent or is Sampkdg sAd testing for each plaeemeal will be beSw the minimum au content by more to..12 peertat j Ag Perfuemed before encrete phcra l from the first rill be rejectrd, and shall be removed if placed bell r ,. `d611 truck bad. Concrete Wall out or placed aaw eel ua tiog k complete, for slur t, temperature, and -atraiopd Sir lie 2. Concrete delivered W We paint of pbacemml that oceeds ApplfcAb owe ban completed be the Foginev r the specified masimom air rantent by ode percent or lev and the resullt Indeale that We concrete it within of is bpbw the minimum air me hr L2 percent or k ereeatable limits. Except for We first bad of Ins will be rejected unless the C.., .a deep to Place concrete,up to I/2 cubic yard may be placed prior Shia macrrte with A price Adjust.., If We(oo.attor b tatsg for Acnpance. Sampling and testing col elects a place Wb �uncrete,the price adjustment for air continue for cach bad until even, successive bads central I liatiod shall be calculated is accordance with meat all Applicable ."are tut rryuiremedts. the pole adjusment cakul-w-specified below. Vier taro orcesud" tat• ioirating that the Price adjusmm! for cowrdr that deviates from the cotlerete 6 within specified limos,tL Sampling mad specified dump and/or air content shall be calculated a testing frequency MAY uerreare to one for orrery five follow: puck bads. Lords W be sampled will be selected la aeard..ac with the camdom selaetiod preens As tin Aysmr•U.P.Ilmlt .F,IIF wWoed in WSDOT Test MthoL 003 Section 0. "^ e.r. wraraAsrr.v W'bm the result;for Any sub.qum:Accepts, a.P rssl'ssoP`^raw,lev— col Indium that the concert, As delivered and r rantre.Y.�rwrr.. Approved by the Contractor for placement does not ,.nor-rAco,..rllsao.e _.,. ..rr.r w.r•,.�r. conform a the spec:ftl limos th. Sampling and 'aticg frequency will I. rorums l fur each pork Where Wee upecirx.L ols designs.We poymmt for the bad. "henna tale swcmsire subsequent tests find item on a I::mp"A"basis,the unit contrast price a cr,wret that We ancret, k wobin We aneeified km.,s, had be akro AS$300 per cubic yard for mocrett class 00N random Sampfiog and testing frequent, at one for and higher And$160 per cubic yard for anerete class 39M teeov five truck load,may resum, and commercial cancel.. Arce tadse torts for macMe cola tell...lure will be Pay farton for Adjusting the concrete Price for perfurmed at We Same frequency AS the Acceptance test,for alc".1 due to ale eemteot dnulion And emcee slump Mrs. trump And,B Applicable,air exatent Acceptance testing for compressive strength for concrete PAY FACTORS Produced b accordance wild an Approved Contractor 0evuu net From PAY bfAvw 4laap rye Presided mu desgr shall be conducted at the Same frequency Sp°°0ed•Air Factor Faceadct a, FAebr As the Acc"oee Ulu for slump and ale conies. For 0.0 put Ong I,A- 0.911 concrete pmdmr' in Accordance with a Sale provided mix 0.3 0.4% 0.96 Ir. Aten design.mmpreuive a,,.g,tau spmimms shall be made A' N c'0ol, 0.92 3/p us., 0.1.OAS OAS 2- a..a faquency of approximately den eve Ira, load, I Page-SP-63 Revision Date. April 26, 1993 I _ J 6-02 Concreteb Stroctur 6-02 Ctaoaete Strsssttvts fad.1.0% -_.0]y r 1— _Reber,--- wr-3 45— 'AD eaocrtie wch an air rontant 9i 3fME) F.r' ebsspwet less!W s 41 shill be nj-1-d an w t tinter="�'4A m ten I(deviations occur in the air at and slump v Abie We same wtiog frN,omcy gm.tiey.1S,pay factor shill be 6entreeteei-reR."t-M-G. rrr+Imli pr.�'Mr'the-s ;... the prredeer of the individual pay faeton. Tbr foieowisg table ad,. se-msewFsw.tiiee: Ices the produ,t of p.,tartan to he sued: eaeaptc l arm a PRODUCT OF PAY FACTORS b 'ot's°"firre^'g�tt 0 98 a 0,99=OM0.96 a 0.8a-O.B_ % �ye0ps, , 0.98 A0 =0.9d 0.%.0.75-0.72 0.%.0.92=0.% 0.92.0.92-0.99 as 0.99.094-0.92 0.92 x 0.34=0.7'1 ......... 0."a r 'S =0.76 0.92.0.75-0.69 a.-F#a k-+she 0.%a t ro=0.9'< 0.84.0.06=0.71 e..ded 0.%%0.92=6.28 O.gs.0.75 -0.63 ,.saarsw-trc.wtw a b0�a0naesra0s'v 71, ';ootrscur cosy obaecve 0-7 of the s.erplioa sod seeepaneo-+- be-efrv-pVew*rnr-0a0 begm�eaegs'�ev sabot performed by the Eo6icesv. If the COotraemr aeree sbaecvei 6 dniaouu from the specified _..pW or nesting aaod� psveedures. be (,oetracmr shall verbally dmsnbe the svmArm-wasswsnesrr.seo-eetlte-merdsiPF-ac—le-Oc, deri.tioas oMmed no the Fosterer or he designated We val.r. am -(er-eeaesuator'tia--'dsoeibed'�' rrye'ei etalire immraistely,and shall confvm their observed 6eeuen-66� devutious m -ruing m IS,essineir eilh;n 26 bosun. 'Ibt aeosaestlurapeeiSsuen Engineer will respond a wrbio6 wibsin thrm working days of thr mcipt of the Coutracmr's or wascom on.. w-alanp--re-+ndssi Concrete made in aaobd--c with a (bntracmr a•bK-fe0ewwpg provide sub dog,will be aecMted based no conformance aebedele- to tar reyutreoml for :emperatuee, slump, air torment for ecoceete place.bore fmbhe ground line,or as adjusted by Way-Pr0 i.mi.O6 the appropriate price adjustment for air contest deviation eaeSeleweFeaeecetr Fr^'^rsT---of ,,d dump deviation,and me specified compressive strrogth S.Mplia at 28 days as listed sod determined by the state. -1Cabsi+rdN-- -'-mA:I.sib The \-ire will conduct ."cee tn4 0o commercu. I conerne I... temperature. ac mnteat for concrete pored Otb* 5 ,bore fmoned ground One, and dump. A ,ptancr for 0v" 60-as 3 mmmercul ouucrne wall be based on meeting We ever-i(W ilVk V-44*-,74: requ'vemcut,for temperature,air content for concrete placed 0r'I an thertwf above finished ground line, slump, or a adjusted b) the appropriate price adjustment for air mnleni deviation sod W,wwe.ee-ram ...-s. ......... slump cl uw ion,and the specified compressive strength at 28 sew-romit .esrs'sSaBaw' dry.. Nr+^ m..t r ii s'I....d. Or d 0. ew'wa•1"MI' Anceptaae of re.ror,Mae en accordance wSh a State iced•,ab.......secfr',r�-d"r{erd'er'Fuea^ tttvH provided me design will he based on mo(urmsoce to the be-wkt 1 ,W fewha specified requirements for proportioning, lempae'atur-, ac rawrf-7w0vedal-Satiny-eF+0ba0g00�r l�edr-wm+'*eeeo"�^ marten, for concrete placed above finished ground lose, rpeeified bey dump,or as adjusted by me appropeislr pro-adjustment for brads-O,e,, j, - ah motest Ace istion and slump deviation. teadeb(- -pY.awwaw-+'e-s'emrt. "'m'ta-tor j .eg0eaneed-i0r-se.aee6tirelF ftr, f ance., He fin I f laevneor 0H0,he "r-a 0 e 8-law A spe+g i en,revetr...N-bO-,web-kr.�en W In nner-te-see ded penra�c ra9sv0ma^' ar` ,telaryr evedr�prwv+d. ran l0reetd l ore.�npesw.'a-w,r.grh�0+npbOdFbeWrwr- W.d Fps NO EmmassMF.wn 'bY-'raew+*e I'a'96aeda.w ed%w ;set(ervn6.Yv-dwr i:ngo,d0r--3f rb6seet's'+ if++9nved-havt'larmnpka°d'u'dN,° cs.d W W- eenae,we.�nNw-Yte�t+ep"abbbrdlr. ns ru'drO+Yeene fie . gewied 6ela,sereas.gn a.,dee.f0teav eeneeae-.sark.r.edbMr ww+.a-Y+ewe.. Lrgare'srd«., Eenarasr�Tre^d°d'e'"-dsr8re`^p pane-Sp-rid Reviuos Date: Api.1 26. 1993 - l� f L-02 Cunoete etnelure. ---_--- -- "2 cAnomte Stnsctmes ` fer-eerwreer-eseb-abeve Psym ml Aejjuslmmt=f0.0005(fe—fc)U.F1 Q fisailiad na where Ire = -prihd ati��<�pvtlr<arwstY.t 38 dajc P< mmpressve strength at 28 it.,.• eF6ew,plrt�+r+tb.bran, .iiro.6yse .11 untemmed by arke pe T Tel b4lWAs �.eeafywiw¢•.yrs.Wa-aenaee-s-wassi r U.P. = unit mntrM price per<uh'r yard for for 'lass of ao<rele useub,rd. saw,�� yo}, (red Q = Quantity of mrcMe reprnmtac by m CON 1-5 . aaepuincr let based no the required frequency of testingAW ass aM � Whcm 1uae S)be:fieationsa.g dnans payment for th• err • •_ on a lump sum basis the unit price of mnerMe-lull br taw a. ye-nfmwweieMFpwTeeee„M- S300 per cube yard for wn, a Cage 4000. 5000 and 6000. For conerme Clan 3000 and oom. W atmcesse Nc went price 6-02.3(5)4 kejecting Concrete for coatac.hag be gld0 S160 pal cube yard. Reie,mn by Contractor - The Contracto: may, prim to asmplin,. ct,,,eo remove any defewsc matcral sod replace it 6-02.3(5)C State Provided Mix Design Concrete with wtb new mau.nl at -he Contractor_ espen-c My such new Non-Comfurming Strength rel will be sanpled,usted.and cralus.ed for acceptance. Sete provided mu design marese placed to I mar Rejecuon Worms Testing - The E.g. prior in conformance with the specifc.W. with a 28 it., -unolmg,in.,ajca any batch or lad of concbt,mitt appeal impressive strength tfr)which fails to amee the spetMied 28 deleeenr m wmpotiati 1 8 henry•;swell u eemeot content or day a myressive strength (r<) will be ev iluaud by We aggregate proportions. bfaurul mjccW beior<placcmcr•.shall F..,neer for acceptance. not be inem-ponlW in the ano,nne. Ile Engineer and the Contractor sba0 re,wia .11 the production records, the concrete p sioucer's eertif"U, of 642.3(5)B Concrete With Non-Conforming Strength carunu.ae, anal the placement .serval. for the marries I. Concern produced in aaenlanec coo a Contractor que,iou. 1: the review, motorists that the rooctsse .s pmvided in.deign or ormmcrcul wn<rele with a compressive produced and placed motor=m the tlar<ifwd requiremmu. strength (fe)- finch Bib to mat the epa;fw.l in-unum the Suite will accept the concrete. If ^owever• the review compress. < 'rngm it ?8 days If,) sWllwill be evs'• •ed by itdienles that the consent, was aut ,.radar d wkhiu Ibr eemparo roF_yw,�vwglb e..w,yr.q• :yatfsed eq.iremmts snd:oe was not placed to aeenrdaace P.rod sentr.M-N Hoe-falle Our aeteplawe es win the epecifsutiom, -he concrete io question will be folbws: rvaluased u roarne with mneonformiog stretgth io 1 If' rc — fc`is less than W psi.the COMMC will be aeardsore with Section 6-412.3t51R. Thr(botrMur has the acccvled as being in conlornuac and uo payment oppostucky in supply additional wforesatioo related to the adjurtment shag apply actual 2e day eompreasire tr.math. _ if the(re --fc )vrdm,is betwecu 60 and 500 psi the Engmer will: 6-02.3(6) Placing Concrete Ma"p-quue w•rective action at no additional The Contractor shag nos place cca.a,. expense to the St-u.or 1 On froatn or iacaued¢round or rob®.de, b. AAlsy--at<p the concrete win r akuhtW 2. Agemn 'r on ice-. .ted forma, amforcmg steel. i ,,.t adjustment suuctuni steel, wndwu, precut members, or i 3 If thus ( rc — :c ) --I- u stainer than 500 peg. Cut cmistruction jnts. Sic Engineer will. 3 oi Under rainy ..do... placing of wrcbe . Require th eumplsse removal and ntphuem<nt smryed before the 9wrtwn of surfacewas•• is with coatssr meeting pw sps"ficau.'. at no ofiwient m off.[or danuec wrfaes mortar qu-Irty or additional e.Peme In the Sum,or cause a flow or wash of the concnuse surface'. b. Rureia.endive anion at w additional expense a In any foundation until the Engineer has approved to to the Sine.or depth and ehm e cu c A.u me wncma uhcro thr (meshed proau:l u 5 In any form until the E g.,has.ppror d it said it, fuual m b+ acorpuibk for ;he imeMed pume c, plhs onl of any remioneing in Y:or ww1-alcuWed payncnt adjustment. 6 In any work arcs wtwn vibrations from ameby work Where (miW ac."bk without corrtetivc arm, the my loom mi,concurs.initial sat or smngN. ganuty of conerttc apresenud by an acceptance teat uW fa 4 When a foundater excavation contains water, the to mess the apaifiet compressive strength will be aub)at to the Conueawl tut pump k dry before placing coarsse. If dsu u following payment adjmunam im oniblc. an 'u.d rwaur coartu .1 sW0 be pL.ced that Page-SP-Q5 kerveton Dart. April 26, 1993 L,A 0106 k y �. i 6-02 CoOnr-n sa.oar. t02 Coperte St dH a e --Pb-wnh Saao-6-02.5(6)H.Thu a.l ra0 be thick enough re'r ad the W r sat any uFLA ryas. supports narlf No banie:, curb, or .idewa0 Mall be pound on sand or prv�zaad Ware gudcr NI foundamn.and forms Malj he m�thened wth water part bridge-W the rodwsy dab r.chn a Wmphahui ,aaenpJ,of hefu.. the Warne u Paced. My a eroding water on on. .I Ica,t 3,ODD qi. 1 foudau•.n or to the form call he rc On,,w The Contnrmr may Wmaues vafrw unt pdesvw,amen 'Ta Contnesor rail pha m,umc N•a form,u Moon as Rouble aft, by the alipform ' we.nethod. Hover, the barr ma ier y not&,.w n,isir, more than 114 u,ch when m,aaurd by.10 foa-,ss,en�sa--aeeeFm ld ds- hal Thc Warne .h0 always he soot lop serdge a . planar ad wohablc por tha Y El g.j.on on a,c hoot (a., back /a<. uM ten rurlaa. reason,to Engu,ar may sedum moonl.l Whduit wnfun the barrier 'I be aomonuesed n thw time m d'pcharIIe rim further. �w.m acoory„W, ,the *—rha hrreh placement rah err cumhOuu., wdh no -equuan,ana nISmg., the C(5) mtcrtupmn longer than 2930 mm,•aa WAen placing WaR1e m arch ring-, the Contnesor unless the E ee• besime a h Irt g hyen wurc that the load on the fmis=rk resew ayrmsoO oal and ^6ru ppmre a bvge time Fach Isy.Gall unJo..n m phced and WnwlWated bcnrt tine praedmg hyen oleo Unl.a the Engnwer aPPmvp aJ,erws-e,amb ribs w oput uual aa. AOcr utiaal set. We E m -all out be Waal, fried W"-1 archer Merl be placed to ae,a m. Sm U I v u h m , f` pmjectmg eda of ounfoicing bus-au eat m dv„arbed brawan hrgc aaymn.rah he ruw.i a,We i r to gismo or w-la,Wane,eht he plc,,, ^anmus, aAmM Re-onus,,ave , tomonal by n 1 r/210 2 fep deep,Comp,Mon ww,.-.rive m, hen of sepanaen bnwcn Lyen. In eel. n of S: N • !Moen, the , We:ertre 0-03.J(6)B Plgu Co sh0 hr dqu-t u r,ur,na bent Rouen u poa-iG:e. � IIc+lfg N FOundgtion Seuls Any -dh-d for placing aW Wmowating shu not If the iYe1k! segRg-le-ggregatn or duph,e Raf..Mg peel. M m,uhd PWu nq.. - onhrr a rent, the Conaam.r .all .• . salt Inv. a Wmps., dan,c, and pm.. Wnertm wth plan the Wncme underwaar wide v Mght Wffermm. •.. - trrnvth face on.aposed aurhw. PluLLrin tube. or nuron 6swFemwre�{ej'ym}an g u Wt r.v mm amma .--t,-all remam odaturbed shut m call wear The iofftfor. n no npanR u the Sate. aa0 mnavr any until fu0y ees ut,dr seal onmruc u being Jcpost, water secvor.of mfative Wncme. To pert.ggm;ates from eth of an,'so" rlevaaon Monte and ovantc the _Off n aE:V mrum equal to Wnveyor beh usese to transportsem,wrete shal not 'so" prevent anY flow th-wgh the .cal m eW cr duectan Thc 0W fen. If the roes need, pmt.4on from on or rein, the W(IeNrm sh-h be vmad -u the .ern ek'nuoh -frown m the Cumacnr chill W the rc ba Plan.The Ncknear of JR asal u h.,.a upon thu vent clev.00n Use of.come Pu"nequim-marve pump(or other Thc a.l,hW he a l.-, It m,hu Duck unless the Pan. backup aquipm ht)n the uu to Prevent missed d.dlinn from -how ath,rw.c. The Engine., -u, chmge th, aeal Ihkknw, bR.kdowm. dormg conpruWun which may inquire ted.ign of the !Wang If We Warne will drop more Jun 5 fees. n .1.0 be Meal the pkr-hall or Wlumn. Avluugh -nl Cl irknes. changes deport through-sheet meal(or Other approved)Wduh. If my muk in the use,of more or I.-Warare,retnfnnag stall, the form stop.,the Wmme' hall be lowered through• ud ems"Wn,p "'rm'will mosso u nnguully mfined v unit Wnduit n g PPoOvcO contra rhoto, keep m for nsh"' dmm one ntd.of W,fOr r: To place a.1 Wares uhh,, ew.to Conhsetor shall us, -.. _...... alommum cnrWuu- or trcmks sa0 m used n pump or plc: ' W ncm^ •W„cree ps•mp or aemk.The Manic.h0 hvr s hopper n the &Ian Pacing oo- me for m.dway albs on reel -pm. too that an,ptas inn a wsamt-.., tube R least 10 truhes u• the C.hmsme shall M.-c the fal-euOrk uder the bedge and cbs ucr. The docharge end of the tube on the tnmi< or ice the span awing free on a auppnna. Coame to hat -Iah Wncme pump.hall meld,.mvi,to wl am wsar whhi the bridge rh.D he placed to one wounuo,u oRenter.for each tube a f t fUW with Wncrne Tube supports shall ,,phut the or series,of Wrtmw s napans. -pan diah,rge and n move freely across the man week u.and U Comrese for ro-dway -hb-and the arema of Tb.m- or drop rapntly In.low or nap to flow.Oa Imm,my be...on to boa-g11 anal m phoed lotsherno blame m arm on n Ile fees pre-We. Each addiuo.l arcs of -Cpana opasbpm d the es. of J:u am requu.om Wduuml aemw the been or glider a more thin I (en n, , Pap the brim or Roder ,sn ,hall rc fil.L o kk oo,, r/ the Wb fJlea. Tluougham Jw udcrwanr Worm, piaoamem op,nuon. .lodwy rhb Wncmc-hW not 1 phcd on til enough ame has the duchrgr ,d of the tube .hall menu, -ubmcrgd m the paaad n pmmit the eariier onmono to shrunk(n least 12 hours: Wnome-d the tub shall .Iway- Cohmn, w,ugh ounemr to If so m depth a l Iw or Is.the Conran^r my pha Warne Pmmt w.nr from ., ,g. Thc Warne placrmtot oath n, to oa.vnWunw operation tf 0,En e a nanuow until the work u WmDlaM.r.ulang a.seaml.a, � gimc ppmva.6srw.Aa uoilom seal If the W Oaah g opestion u uua pta1, the fyaween expansa^ or Wnnrunron you s. Wncone n Engaar.ruy require the ContraMr n prove by tare drilang or I--,%"rn.e.dO,ay,I b,,piers.W1umm, U. sent tmii,r other ours that the sal cunam,.voles err hotnantal joins If -rid p°dexnan bar,,, rue ah0 a ph,ea i wnWuous uatng nvna void.or form the C---mr-a'I re them Or the err op,naoh rcpaa the wl a no senmse to d,e Saa ... No Irafhc or pedertren barrio Mh.D be phWd until,her the COOf"es'Cis 4000W-h0 be msd fo:seals,and It eb.0 madwy ad sidewal Am.arc WmpWe for the Wore avuctuo,. mar.the Wwirtevcy ra.uiremma of Sae4.a 6-02J(4)C.BMy No Wares barr,cn-hall be Placed until the falaenork has bass, Page-CP 66 Rev,uon Date % '126, IM t 6C Concrete Sfrvemra 6-02 Comae Strncrtnes t I6yap-40"W d l Remove W bpa and edQlnp with sharp tools or ehiaels. 6uaarn-6ii, 2. Frill all M1.wish=Mr. 1 3 T.up comen of opening., 6-02.3(6',C Dt!arateetFig Cotlatle Feusdelid SeulS a Remove comtae pnoje:ing beyond the never surface by and Famdatiom slomng or pinaUQ; After. comr.e seal a coslrvCW, the Conactor atoll 5. Cover th< banner with heavy, quilted blankets (not pump the water out of the reflection and piece the occur of the burlaps, comecu,in We dry Thls pumping shall mom begin until the ssal 6. Rap the blsmeeu co muntuly wee for a it"seven bat set enough W wuhnand the hydmsladc po sun-normally day.. at t M.days for gravity awls snd at tun con day.for ss.ls 71.Contractor may do the finrlung work d.inbed rn slope wnuiwtg pdmg. The Paagemer may extend doss waiting I duough a above during the record (the seven day) curing 'mods to encore structural safety or to meet.condition or the period 9 the emir Mrticr is kept covered accept dx vmneduor be done Until at coo vs rJthcrwi.c m fiwhn cork urn u rk Q Y operating weighed ' If wengoft cmx ate used m min hvdrotdc hem to rl can 1a1 data after ay curl. the bantam of the seal,robe Ceneaetor hall amlor,them b the After the tetl day wnietg period,the Cora.cWr WI'evnovc founMtioe col.Any method used(inch as dowels or key).hull from the b.nier all form-release agml, mud, door. sal other usnsfcr the enure weight of the crib W in,.1 foreign subtma to ad., of t" ways. (1) by kglu No pumping shall be door during or for 24 tours after sandblasting and w.hlng with water,or(2)by apraymg wish a coocrete placement unlms door from a suitable sump high-pramrc enter jet The water w pufpmom shill use clean separated from the wncnte work by a watertight wall, fresh water and IMd produce On the meek)at lust 1.300 pi Pumping shall be done in a way that rules out any chance of win a dischage,of at east three gpm.The water yet ma`s atoll r hcretr being carried away. hayc a 25.c1ter tip and Shall be held no,mart than note 1uchn from the wrface being washed. 6-02.3(6)D Point of Acxgttanre After clearing,the Contractor.hall use bwsha W slur 1.1 fhterin..on,f cou.crcx propenie.for acceptance will be moor into..holes and..all me,.Lan W surfsm eu;t the _ rode b•ed oo u—'- Wccn to at nearly reprtnnt Uc brushed bp. This mot- shall consul of one part Portland wnduwn of the concrctr as I laced in the forme. Any placement cement(of dx same bred sand in the comae) snd one part actual aynem which.in�ttndona..ten theapuifed propnies of Ue clean,fax pester sand. As scorn as Ux matter Lana lea cgwrc sampling at the durharge from the sat, the be acm 1 If rob .1 off with r. piece of sacking or oncrete will re -y plwrment ...um Concrete being pta.d through . tremie urpn.Th harier sl .0 Urn be covered wash over bWkcu for at sytere shall be accepted by testing concrete sample; ro No form the lust hnun. . No cutg compound abed the used on red-bean comrtc truck discharge It shall be the C.. m.r's resporutbdny 'n provide bsmn. for t completed r,rf.of the concrete.hall be even to adequate anJ rcprcacrouve s.mrks of the froth u,ncrcse,to a color end xxtun,. pmaton deatgootw by the Engineer for Ilia taming of concrete 'XBVForm Barrier :.and rooting of cylinder partners Samples hall he rbe edge radius shall be formed by attaching radius m v..,cd as directed in Section.:-06.1 sad 1-06.2. ste.pa m the barrier slip forming. When mum.d• .gretabic o the State sand the Contractor, 73x Contractor .hall finish slip font barrier by ll7 steel aceepur.ce samples may be uka,.t . location other than the 'ruwhng to erase all surface pockmarks set MI.;and f2)for point of discharge. Ta. alteration C comrce, proportions to plain surface banter. hghdy brushing dx font and beck face passage thmugh the placement ay.0 t s'u11 be raogn¢ed in w:th vertical seek.and the Wp surface win tramven•wok.. .rulyrmg r.u"of such sampl.sad.duemtindg acceptance After fmlahirg, the Cmunew, Jell curt the sbpbmt of the fresh concrete. Miner by using either method A(wig comptmd;or B (wet blarnkets)described below. - 6-02.3(I1)A Cur•rtg and Fstishitsg Cotscrae iralf�c Metoed A. Under the wring u.^pound mathw'. the and Pe4ebtrian$etrier I Spir Spny.MII s, : The Contrai.hall supply enough w cu -ter and worke.s to . two man of c chlorinated ruder ring compoud(Type 1) 1).ip .lx o (Cm surface -- r-r.. .nd:rich coronae banner u requvd W den swan U..:t aft.du Gen water lea: a (Covers of emunet low..Isll coven W curing and finishing coal>. ���- g. F.M.Fnrm Barrier combined coati hall equal .1 least plbn per 150 gnu a tnt.l the edge chamfers stall berm a foed by tichin,chair:'-r - No later Uar dx momtog after applying dnc strip to the harrier formt. eutg compound, cover Or banner win whir. Ada. troweling and dgmg . bamer (while Uc forms rifle u c sheeting fer.1 Issue,can day,. anmr,in place) the' .decor.net! 3. After th-.tie^day curing period,remove¢...urmg Brvah the m� m bee with.fine hurtle t wh, eompoeW m..,'-'-` ly light sandblasting or C.,c,We Wp wrface-nth h..,,gWvJ hlsdaw,at d spraying with a high-pmmre wearies to produce 3 Spray water on the blwkt mJ fi mu at totetvJ..hon an eon surface appearance The water jet enough sea I spa themo"i Lan Crot wet:ear three days equipment shall use cleat. fist wear at.d JWI Arlen rcmovmg th•Ir..ns.Uc Cmnna:.shall Page-SP-C Revision,Date April 26, 1993 , `I 6m Cm-vebe Structmeg 6-02 Con a e Sbn ahInmI Produca ;w the male)a ftatt 2.3()O " wiur . "-- du:Mr a o(u bu/ W On PaalnafW prdo-Pea,the Convaebr shaw iu a X Y gpra. 71a inter ja mad, bracing bmrom giWcn u etch ad and-MU Mve a 25 degree tip and .hall be Wd m hurin movement or wuion Th�a bnd .W,, In ymau mora than nine inches fiom the .urf n being do..I"i y alder erection of Of S d 4 pL,,,, b. h rcmnvW unN the du tin Ordo,- The bracutg bhall not 6leihod lode the tin blanka MIyA,the Cenvacbr hand fn o m OLJ th o!_!ra n.or^'bd"Y-bib an cut and aha i. Cover U'c Sarrrer tnN ha. �'an dak overhang(rhe du m from the onerun of the noon u A u atrol h to goikod b M, u eatrrbr gWc, b the nor Wgc of the r.-dway sLb) on a g c-.tug y a,forliood amagc p"arbabed godcr-pan nceW-t o dimr'ma 2. datp Nc a ddIunalfnum.dy.for at Ina tan slow. Mbd in tM ubk darn. Me Wditaal finubnl dine Convenor shed pnvida crab bn<mg. Thu bncin and of dire curing period.) g u roquurd at aluU' ocqude III a crow he mnnerang the by tinge of nch oUr,' girder with da munterpart on iM filter aide. and (2'. b nun 6-02.3 trnwcan(1 I Faldereot4 uM Fat7ss the baiom 0an11a of W guden. All bracing Formwut and k6b,,brk art both awctunl ty, aMU be Pub at the midpoint hnwean dgihngma for e•.'mn ' Formwutk mnuw the lueral proton c heluanr atoned) Puoed in the forms. Fab,,,ba a •erred by d n,Lhc - uPpoa.the vertical uraar. chc Girder Sviec ha-load. .r0 ofdac formwort,mntonmg seal.cor'craa,and BaMaao�lerlr bve bade dun n. wuc The Cnntnaor ar-ah.H MU ae fabrwork b U.,, lac ahrinkag,. 30 WSOG -aaknrtnt.andany ttnwbral amb<r Nc Plain or the Engnni wsS q rquur O Thar Coninctnr atoll .a W far.—.we b 66 dea'gnuW hnr. hdmcr shape and dubw b,bn- atoll gwmm� Nu Nr f I, Gabillo iaa ' m'aretr will mntur with the Puna If ifs new--bonurt u nor or Pan of an cuanng on. Nc 6 g6 - Gnnraaor-hall ran ua Ub o=,,9 ors b au-Pcrd n; -op,, 6 HTrw f "I"" (unlaa tM Pin- or .Specul Provu'ou mid H nthenvue). N f6 On bra„c ro.dway said-, forms dngvod w aq ib place made of atn or p'rc�t mnrae pamb If•mucrele finuhing mui—a auppoar4 a the o.naide -hall tnr be a;lowW b^R^a +aY*"Pbar Mg.of the-kb,the Conrraaor-MU Wjut for Na added weight. Barrio,dual be aed b proba fWewort eipionr to mfr RodoY dark brmmg sys"M may royuoe bracing, from damage by vmx�lu. nrvoing, or no bgween girden for the girder to adequtOly For pod-bm'onn, -wcurn, both 66ewnrk and (onm -uPPod the form bading. W7un brand. pnv, or no era -hall h-io'goW toy tlne requuod.Nev-hall be doigr.-d aW detailed by the Conrn,t, cry addinoul bath auaed by Nc pore' aW A. be shown on the h1-ewmh'fornwmrt pWu aubrniand -b l'b-' -good i n- b thc Enguwcr for approval.Thoc bras,-sou,and rao-hall 6M.3(17)C Bm i g be:unuhad and iomlled by as ComnCbr at on adJitkul It The Connor -haU t nc fabework bnVjudwhy and b the Suw. bunrvcnc b mg. k and u a.r.. individual rr'embcn harm 6 02.3(17)F Face Luahtr.Slbd,,Walet.and MeW buckling. Bracing ahaU be u ng.J a pn-ibk. If movoranl u - uIlr, aedg.n ah" be used with bneo b aa,om 0a Farina �• fabework TM Coreuc'or "D rrPL-ce any apht of damegcd Wooer forms shed be f:oed with smroN sanded,ewer r cmubncbg PIYr'vod. Thu plyvr'od -ball no,, Nc rouuuenpnu of 1M Whan rimbcf rrxmban bran blaewo.k born troy railway- Natbbal Bureau of SaWud-,U.S. Prod—Standard PS 1,and - Or nJrn.da. the Conaaaor .MU ua bbhod mrnrcayioa wN as DOnV Syoi&atron of tha American PIYm'ood M.mutbn boM 51:rwh or r,on in d'amncr.The annr'ecroon for any bmt (APA) Each NU ahea dWl bar the APA nunp. The Co"tranur -. -hall he dmgr'M ro ram the horimnW IuA abau lot in the form PI..the grade pad cW.of I Nc sum of Thu lad ahaU br P Ywmod.If tM Potential ",nb,mad loada from -quiprtunt. work Egg c aPPmvo the menufaaunr'a oo,,fwation of atruaunl agoean,wuw..nd al'er bawd.Thu bad anal: be W. proPenb`aa U.Connor rosy ua plywood that dn.not on, aura 2 percant ht;nc W dad bad du APA pump. BoM u oumacvou.haU br u kaat I'S"ball in damn,. nw gnbo of Plywood for vuaou m for applianrn- ah.0 The-i of in th any g1ko or mis shah be u roquvW e Pik. '"`u follows. The CAnaor-haU,cyan-U 11--boon apnt or orT by 1. Taff. aid Pedntnan B-rra ia/exeepl Non W, will .omaoo W tiom or for any ot muob. ta'eivc an architectural curia"trovocnU — Plywood To mhilue pool aaRold fabew,A the Cnnoaecr ah.L u•W fir th.. surf. sh.0 be APA gndr Nigh .each earn., braes b to,b, bilk, than 20 fm un," di, Ovorkd (BDO) 6010 CW. I. en if the Engumer,a:bvr oNewur Tboe ho'.mnW and dugonal ono. Contncbr map the form b piavem r from laving mutt or futerm acurety to the frame Icgv. loot and grain mark- on the wrfaoo, plywoW Wt Page.Sp-m Reviaion Dan:'. April 26. 1993 L last "2 Ctyemte Stftut.aPe "2 Concede Srramnes ——mats or exceed•APA grades B Plyform Cliff I or inch.upsum Those portholes.hall occur at lean every 12 fin B-C(Group 1 kpel l may be used Under th"opl huuuoWly and every P fen vertically The portholes will the Contractor .`tall provide for the Hnimil provide acoes&for vbncnP Aid mrPmUhZ Nn conerde as it to rpproval a a foot sgmK,tan panel Of ward-losmed f:Lced. ,oh the tame plywood and coning a proposed lo the Round miumnt or mundd pia skulls shall be formed mth form pets. Thu Panel shut imludc one f.,. fumy • self-supporting maul shell form or firm tube dw Maves a along as eaunWe The Contractor shed apply coating .mooch,wmpinlial sulfur,.Wood Joints am not permitted .� re entil,a000dal u the manufcUl Wastructiom, Moat f rota alWl not be used diaewhrn unless the Engineer beforeumll.chemical micar.m.to. a All emit dse soil and approves in Wiiong The Other (..posed Surucea (Ill but Nos on toff- and Engineer rosy wvld.aw spPmval fs meal knm A any time. If sWestrun name., - Plywood used Io Junin these permitted to use.wentina on of wood ad metal in forms.the a.rfa:es shall mat or excmd the require m<nLL of APA COOMM,pu,cos,for fume an NA tk tsxtore produced by grad.B-B pf form Class I or B-C Orl I atria).is to wood mosiba this'of dud meal. Aluminum shall ram be tad rare Lee is Ito thwart B pool Nc B (or bcncr) face for meal forms. WWI wr ..the concrete For design purpoas. me Contractor shalt mums fled on yea Unexposed Surfaces (such as the uds..ides of vent.' surLcew concret eacru 150 pounds of prmuK per mrdrs eWn bevroen gtd cat. the me rion of boa s mK foot per font of dcpk. However. when the depth u r c t com mits the YK the WIICR th e rats Of la<men n ac taw traffic al hamcn ufieR ached p Pins P wade pedestrian .urfaees coif receive in .mhitectunl LLeatmwt) — 1o0owing tabM applies Ptywod had to form t' ..rise. may be APA _ grade CDX, pmvii.-f th, t,-nMa r orrol ill Rau of PIAAi•g Pntn'n.Paolo or Sgaue False for Anc. Ad trisection me,uncmwu All elaeivheK to FM per Home i of C onw as sm._ - thea Spaificstion. sal Form pints on A exPDsd surface shall be..Wool or o If o f —"I o s wen vcnical plane.But m ..ingal ad We girders.side form ioinLL >...._............... ns n' so m m All be pis"at Tait angina All parallel on the roadway grade x..................._. m 1in All as on Feint,p.i l to rued!hill All be baked by s stud or yout. a......._........... um as se re m :elms a night.,les to Audi and piste'hail he backed by.stud .-___................ as i.m m at, m a....__............... seam .In rm m no or.her backing the Foguuer appmv. Perpendnular back., 1. 'Aa I'm twee All us u nc:regusrd if alud.or you.am spaced: a....._...._..... teal '.m '>u rwn an 1. NNc archint or leas on center ad col with IC u.ch a_...._._..._...... ism ',m t= '.its An plywood c: o...................... tan tar, ',w '.m 'An v TWelvc imthu or k"on anmr and covered v 'Jla Isea._ 'too vm team twin '_,a inch pi-led. The face grow of pI,Ol shed inn I"Peduulu to studs The pressures in the above ubk have 1'cen u-teased u u• :outs unless in... o'hril or one Contractor's formwork provide Al Wowr-e for file vocation.rod impact. rlans and sTpmvd n; Engul Inuah to deviate from Horizontal surfac..Wll support.pressure of 160 poumL the perpted'cular oricntau in shad be Accompanied by ieppunmg per sgmR foot for each fwt of comres height ukulationa of the stresses sd deflections All exposed com:ro skull be bevcl.d fill Inches. However, On any mummy wC that follow a horizontal cuculnr trl hams..''all .M be beveled unions the Puns nquin tea cone,the wall sums may he a series of short chards if. A'1 fomu shall he moruraigM to prison 1, with an wale, 1. -I ,thuds within the panel art shr vine length unless stranding w Nem is the conerde a placed. othervia apprwtd by Ne Ell Thr, itrsewr shall apply a par 'g compound on forms for The chords do not•sty from sour curve by more Nan e.pasd.,,errs su lfs. Thu compound shed be. .Newlin t :+rh A any point,aid mi..alter:that permits the for„'to agwrau.Marty hem the 5. A. :wmd P..im,on tM W.curve concrete.The compound shall ins potions or seam the surface Witter aohusctunl b bent : require, the ._- point and.hull not small din or fiber foreign mmsu After the forms 't for chord'in wall ten..All LB A vertical rurtic.tv...,'.Its arc.,had,Nr tone's.surface shall b:duos-tee and have. _ For reposed sin !sin of ahumunu. wngill Tien, uniform apparamr The Contractor shall apply tk compound A -- RLL.,wall.,tad wtumm,the Contrsctar shall built forms of me manufacturer's recomrnedd rats m produce a sarfaa hoe plywood al Insist 51e inch Nick with Audi no more than 12 inches of dating action and yet provide easy removal of the Joinl. on caner.The ' u,sr, .way approve....ptbns,but deflection If an oriented conereee$uri ee Will be a.bd.the rek.ue .f the plywved, studs,c: colcs,shall never coined 11500 of the agent All not conuin vilicone ream Pefie applying the spot span(or lil of the op..for muxpoad surfaces.imlill Ne to Contracts': Jell provide the Eaguwer a wrim' Astao.ms bottom of the desk slab Itnwern girders). fo m the murufa.teRr stating ilivll the vm N the base All firm�4yw.d Audit be at least L2 inch Nick excep on mil is silicone or.van-'bone sharply curved surfacer.Them,the Cotacor my use va inch The Contractor shaC submit u'the Engineer.sAmpw of the plywwd it it a baled f-rely wed All malstral partusg compound at least ten working al before u. rase Tw.tor Le.or bvmta for.raining svalb•rod sloping faced columns over 12 fort high shall include portholes .1 Ill 19 PageSP-69 Rent own Doss:April 2.6, 1993 t _J w..e 642 Concrete suva a 6-02 Concrete StnKfma Approve or bOrhiapmvsl shag ha based on laboratory sees wet curing shall wmply wW the requuemmr of Section n. gg results. 021111).71c w ante,surfs..:-hall not bsonw dry during form The Engineer me,rayed.r. forms out wi:l not prod. • removal or during the atin curing pa sod. , V assubi tory,mS,e. Before placing forms for tniftc and P d trun batnrn.the ji. Corlbamnr-hill c n,ptaely rekam W fslae.,rk under.pans 662.3(17U Rmsoral of Falstrwork and Forms Me.rtleumg fa—r. soda wncnn"red at temperatures j TM. Con:ncbi ebal never remove 'emu a febs w ft alder than 50 F. the Comnaor shall fir, prove our the 1 uNst to.Engineer sIyrovs.The Engmar wol datdc,en N, concrete mods dsuM msgt-rega:d;ss of W Rme the,has base of post-plasm,. ..ring eoodoions.the evn number of clap 4 awn, days that sheT upt. before form removal If the The Enguaer may approve Irving in pus forms for Engwwer des ow deede orDerwhie,the C,an'.rume msy nano,, fowngs m wRaduna a crabs. Thu damson will be based on , forms (from the Irmo of Ile Ira, cur the forms supPenl as whether removing them *,old harm the wBcrdan a crib and ad.hited u thes tabs. babes. Both eospeaive st,engeb sod whetra the i nns—',I l.aw m the fmd i,h sb,mu,,. caring days criteria must be we if both arc listed. On wnceer_Dos srnler svvaorres.the forms suppadmg the ruad.sy sub dull rest on lodge., oe Winfer aopPong bang shored to. or soppoeN on,me bomm slab. These form P tecst .uppon, Nall be fa coed s mr as N.Wbk in the cop of the of SpdMd M,n m Cons, w n wee when tie ttiu of. --rise box guder stmaun, Castanet,pin ed is Cospsa,e Sine th O.y. comain utwuns, the nos ' ,lab hams, forms shut be removed! Unless mherwve NLwb let the plants, the inane, touto m a nett too.rue pion ad -- I ramie inah other she may be kR inpuee. ebmee.fa,cge per c.pa),rnr0c aro All ocher tome shall be ltovcd Mahar above or below peasarso ha oomi ad s,�y offer ue< f em a9porW,h.c nu reeghtl th. kv<I of Ne groud or ester.Soniona 6U2.30)and 6O2.3I91 kr uq coestwouYy epponed 2 W 3 gu.:m form ernwv.l for wncret, <w,iod to es war or m SdsWMb en.mpt+,.a oo bnvge 70 .. MULtre war or roil The forms ma le ci hollow phut,gird&. eases.,Y.b.2 sbmme his.etc. stuff be rstavd through of,a,ap chow,N the cwMsms,asps,p.a cap.na So 5 Pun,ar appmvd by the Engineer cowtwwYY.tmr,ud,wrvu.d up Web.or comma We-Na,t. 6-02.3(241A Field Bending - ! uetnd sMumm.d ircLrci „u.:., It thr Plain all for field bmdoe of .vet red fonor R...y Y.b.st pmue s.,.we _ 10 ben. the tm.tranor .hat Wed them o keeping wsh the or..cl.nwre or ae..el or structure configuration and the Plans and bpslfeatlom. pn.n�c..tcw are Bed Net mg n,nio n p eemg heu tdd putty anbJ to enneeae 4,jak'.Y-bv;'gim,..,,.d aw Is .hall ne.iK long u fotbws: 1nhe.:.f 21 AppnwaF:erweh'i�enA^rC^r M he .ryas ..1Y{er ls,S w,wFler ehawFmeMr+� (when forts d rot sapyn the bad of wnerae Field boding aha0 net be Inns � 2W Wrt forays-s.pwn the bad of eoncroe. 1 Or.D.n Stan Nu le or r1a. 19, I When mnim-,o n spas are vot,a,the lime for all span, When ao kanperamre is lov ,thin e5 F, Will be ddemwwd by What concrete placed iffeaing any span 7 By mew of hamnwa blo.or pipe elsys,or a Whd;bar tonpu,un u u the singe of 400-,M F. Befnn,clsaing suppaa from beneath beam,and giMen, in fied-`mding,eel ninfonNs ban,the connRaor Wb,. the C'ortbaet.n What remove fortes from alums to enable the 1. Malec the bed gradually; F,bgmmr to m.peer the wl.mn wsrde. _ Apply beat as hselibd N T.Dles 2 ud 7 for budrrg The Cumrsaor may eanwve the aide forms of footings 24 L.San No.7 through No. 11 and Ic•banding Da hnun adcr--note plaoonent if a eunng compound or sppItd Sion; No.6 and smaller Whom the an have been emeneduvly. Bm this wenpot d$hW cant be applied In that area prtvoualy bats Prevtowly urbane W.of Sae No 6 of the eonswnu r tows betw,an the foobng and the column er and ambler may be Des wphme hstng: _. J. Use a bending mel quipped w-dt a ba!iag diameter Th, Camino, may tunny able to., bslf. Damcr as Doted en Table 1. "inns,and Pdstrun barrier forms af...2e hours if these ferns a. lamer any bind to ohs,,maxbnums— 135 degrss for M made of suxl or dense plywood,an approved w r educ,ng ban smWe, ion Sim Nn.9,set 90 degrees for ban addbmv'u wad,and the toner e e rschs.wmprsaive enngth Sim No.9 through No I I. of 1.400 pat before form erm,vW.Thu.. 0 dull he pmvd 5 Straighten by moving a heek., ben (, u.d) by ten eylidcn tsde rrom We Wt wneear pu:d iota it, progrobir dy uoud the bad. � form. The ryluden shell be cued .cwrding to WSDOI Test In applying het: for field-banding steel n(nforeag Method N. 909.Method 2 b.n,the Casuador slier. 1. Use.method tut will avod danags to tha wncrem, Page-SP 70 Fcvmon Daft:April 26, 1997 L _J eaz cooaele stmitim 6.02 Concree StvcUax _. Imulu.:any oonernie wkhm 6 inchea of the hooted Mr area. 3. EN9re• by wing nempramre-idkating <nyom or 642.3(24)8 Protae 4ee ion Of Migl6 aher sumbk mean.. Nat neat ernpenmre never The Contractor alull Pit reinforcing maal from all exexds the .ruaimum tanpratura he. to dun•.age. V en placed into U.atnucI the atecl an"be free Table 2 Mbw; from din, bo•<ruat or mill su.k, put. on, and caber ke".. 4. Maintain the mace! temperature wlhm de teyuwd mamr. range abo. in Table 2below during the mine Wbm tr.o,portipg, roriog, or mostructing io aye b..b.g prom.; pmabaky m bodb of uk wars,Plaio and epue7mawd steel 5. Asply two but tip-.imuhanaoualy r oppoaae Md.of rewfortint Mr shall be kept `o en'bsurea War provide ban larger than Svc No.6 to a000re a undtim prokttion from We ekmeots. unp<rarim IFyugboa We 1hkkM+e of IM Mr. For If pbko or e,axy4YNted med rCYromiag Mr k eaposed 4 Sue No 6 and smaller ben, apply rwo hou trpa. it to moot,way,or fog that may outalo sak,it.ball be Buahad r necauury with fresh water prior m eoptrete plaremmt. 6. Apply We beat for. brig enough time that--ithln d.e WMn the E.'Oeor regmroo'section for nanforcing mare! bind am the mtuo docknua of dac bar-imluding m that will remtin apoaed for.Irngth of timt.the ContnMr dull untar- rvachu he mqa td wmperamn; proles t e reinforcing Orel t. Bend imn,Wlamiy after the required r.,-to- has 1. By cleaning and applying a eon of pint Formula been mr W. Nc.A-9-73 om an exposed surfam of aterd,or If Nu r lean u much of the bee a T.bk 3 below 2. By cleaning ad painting Pont Formula No.A 9-73 on ttquves the fort 6 inehu of the stool ban motruding from the 9 Locale Be heated v uo of the bar to inJude th{ wncretc and mvering the Mra wtlh Polyahykm entire bending kng h.•rid skeve.. 10. Navcr cool b.n amficklly w:Ih w.mr, fond .v. a Th-pint stun Mve.minimum dp film Lii:kneaa of I mil math<r moon. "2.3(25) PI'estrnmd Concrete Girders Table I TM Contractor than be requiem m perform quality one col band'..ni.me.n for a-.ra Barg Rriaforerd Barr m.pation. Tie manufacturing plant o! prenreased coronet bud 1 iani.Bar oi.meer R.. gtden .half Oe orrI by Ore F.-- Concrete Inatiow I Bar Sva Host N N Applied Item App0ed Plant Certification Program for the type of pnealrtaa member no be predumd ad sh.n be approved by WSDOT as . Certified No.a,No b gP ptoo'.s Conctac F.brkaer Print to the sun of production X.'9.1 r.I 6 a WSDOT aN6utron wit be granted at,and renewsd during.the,No 6 met;.N. 6,No.9 Nu•.R:m..d P annual prutraaW Plant rtvkw and approval praceu No.10,Xo.11 ha R,. N IU Prior a the wire of yr and A or gunApproval Pro the Cornrado: Table t shall advise the Enginoor of the pnwuction whdule The Pnlaauy T®pratme for Itr Boomug Reinforcing Ban Cantract ..tan give the Irupecbr safe and free acts. a the r Tuprslura(VI wort. 'f the Impector observe any umpredpeation wlrk or rye Slrr +boim.rn nlaumum umcceprable quality mnwl praake..the Inspector will dvise the plant manager.If the corrective&own w not acceptable in the I ,g 12,00 1.230 Engineer•the gvdert.)will be rejected No.1,No.6 1,350 I'w The sum inenda to.cif--Quality M.ur.nce In.puc%I a No.7 jaru%..9 I.adn 1.450 By m inapetion.the State mWnd.only to k<ibule the work and Ne.Io,Noll I•W 1.50 verify the quality of tut wort. Thu mspation.hall not rebcve Na.IrNs-i-N.w 1.109 ldto Oc Contractor of any aspunslbWrv', idenufywg and replacing a'� row defwi,c tmtcrlal.d workttumiup The variou.typo of gam"•art ' P.tu-nd Cooereir G'uder - We., to pestre.and Table hfi..W Lagtb robe Berd concOM go*. irulud..Ig se. W42G, W%G, W58G, and (d a r.hW err.1 kv m i ebr) W74G L,4-&�9-ad-1+yhdcn.bulb to gee, ad dale Y Bed Mglc bulb out girder_ gar sire 43• 90• I35° Bulb T.G'udrr -R<(cn m . bulb one glider of •deck bulb lee girder. No a con No d ad 12d 154 Deck Bulb Trx Girder-Refen in.bulb tee gild',with a No.9 Id lu Na Rrmimd top Bange designed In.uppon traffic loads fie without a cama- No.10•No.11 9d IQ No Pi—vod m-pkee dock). Thin type of bulb tea girder w meeh.nieanv mnreeted to adjacent gidera at the job site. Page-SP-7. Revisim Date: Apm 26, 1993 Li L J 5 a i z 6-02 Concrete Structures 6.02 Concrete Structures "Is"atun knits a Sstliaa 642.3(6).A do oat apply w 6-82.3(2SIA Shop plans pratnaued coorseae girdoes. The Puns show deign wrdwons AM deyau lot Mesuvad The CantraNlr.hW hay uramsmed coaret u.Nr er.t:R garden. Devutauus will rya be mmaruM,except As spe:ifi0y resdwy deck Its.,of deck bulb-tee gudcn Wowed by thee Specifma:bnt d by manufwuring pmcca cs No -,W Af8 be permitted An shall wdhfa pnmewd appeoved by din annual playa approval prom. gtnien.Once the pnstrenwg steel has Ern installed,,weld, 75re Conusesor shall have the option to furnish Sena OF grounds for welders shall be moot on the form,or the steel W MGF�poetrascd ancmc garden who mono, dunanwml in the glory.ereep(as specffud. differtn. ham Nose Ahown w the PWu. The 2 515 wh lap The C mnnor may form cu-euur ttockouu u,the geder taper may be raf w 1-518..mh.and the 5 uath web top flanges w raxe,•x false.-ark hanger rod. 7bea blockouta iw,h may be tateae. w a.6 inch Other d.menstoru of the Aban gold..hW be adjured An acnyry to acammadato the sb,are 1 Not exoeed 1 mch a dumper mglonal change,. If rewf...S noel u Adjusted in the eIl 2. Be Apacod an more Von T vane span longsuduully block Arta w provde the claarance the plus Fast , the as the gtrdet. Cortnewr may change the widlh o',he end black w I foo; A 3. Be kaaed 3 wclws or mac from on outside edge of When. 'fare ovcrAU height And fhngc widN V khc girder shall the lap a., on Sere W42G, WSOf., and WSRG teraw unchanged. 4-1eaugltt6-garden uW 6 wclte or anon for Sena If tho Co.". eto=to provde a Senn WWCG gunk, ++WMG garden,AM lash An urcreased .+ th is l nes., shop puns sang wlh s. Bc Ioand within 1 foe s utcltu of the uab enmerlwe wpponing de,,abuutiom shall be.ubmiued w the Engmar for bulb one gWc, fat sppmval prior w girder fabrication The girder shall he The Comeacmr may form circular blockouts to the gudc- delgnW for At Wet the state 1096"Mont capacity As Inc gander web. to support bnekas fa: roadwy .tab tsuework Thee shown to the Plena The load carrymg eapacity of the mod next bl kouts Uil nwforocment shall M Nc Aamc As out shown w the Puna 1 Na exceed 1 inch An durnaer, The Corunnar nary Sher bulb tee garde, dunemwn. as IBee spaced no moa Nan 72 utcba span longtwdm.0y .pmaftod horn NA:Ahown in the Pura if. on the eedcr,had 1. The gudet has the yore or higher loan' Arrymg 3. Its Payuone l Ao AS An;lest the 111*1 mnfratng And ap.city (wing current AASHTO Design peesueMg teal. Spa&i.toon). 2. The Engwar APpmve, before d,e girder u m i , 6-02.3(25)1 Tolaanta comploo,Juagn alc."cm,for the g,dc,. Tl.c garden shall be fabrrated a hown m the Puns snot 3 The Contractor Adjure substm:turem w yo id the yme shall meet the dtmeruwv! Win. hand plow. Aetwt lap of roWway euvstaan Ahown w o"PWs, .,.,,a.or Otyatum wtB depend oa N ,tho Eugwrer bel¢va a The depth of the girder to not wan. a by mart than Z A defeat outside these wler.na. fool aReet the nnktuml .he.a d a tea ak..:maacd: nrt Iot,or Appun 5 The w,thekn s.As not lasted by mote than I mch 1. Ianrh (Overall). r Its oath Per 25 feet of ham sand As riot dareastd, length,up to a cmxunum of 1 Inch 6. Tbe lap lunge minimum thakasl of the girder a cot 2 W afth(danga): +318 inch,-114 loth uwread by more than 2 wchn, providing the lap 3 Wit(rlartow web seasonal +313 inch;114 lab B..nar taper Aeaion i, darned . earreapoMwg Gu Itt Depth(Overall) t Ile wh amount I Flange Depth: + Ifs lath;118 each 7. The lap flange raper depth is not mcrtacd by more 6. Strand Pension: ± Iis wch from On oenr of,avay Nan I vub.And of A consul Mop ad of an individual sued 8 The boCom flange wdN u tint wra.ee by mart than T. I,ongiludwl Pastors of tits Haepmg Point ± 18 m ha who The C,m rsetor,hall provAe four anpan of Ne shop paw 8 Burmg Raoas (center neea w barn eadl + 114 w the Engwar for approval. Only steel Aqe form w lox m.h aPpmved, except Prywood form Art acceptable on the And 9 Bnm End.(d Aabon horn aquae or daigamd hew) buhhad..Appmv.1 of shop plans rem only that the ,ag., Horiwntal: + In inch ham web cm,alin an see" the methods mad mnu,iau Approval Joan tea amply tinge edge coma dtmen.tan. Nenrcal I/d tech 3 pa foot of hem depth I0. BnMB Ara Deviation from PL.Ion length or wdN _ 6-02.3125)B CaSUssg ofbearing). 1116wch Befux eaAung garden,the Gateman'shall Lave po.w.wn 11. Stirrup Rewfoeewg Spawg'. ±1 mch 01 an approvad stt of shop dnwutgs 12. SWsup Pmycawn from Top a:Bam: f 3i4 inch { All o,ecoge mixu to be uAed.h.11 br PF,.pprovM 12. Mild Steel Coaette Cova:-Ih,+34 inch _. i WSDOT plant cent i cotton pmcans an6 must mat one le. Off. At Perm Ia. (dear". from A straight Ia. ,.q,.0 of Satan 9�19 1. The uepeeat., of the extending 5 led on nth side ofjwnt): ±Ile inch eueerae Abe placed shall be be yen 50 F and 90 F. Te R ge-S?-72 Rewsma D,to Apnl 26, 1993 L � e 6-02 Coreneleswnures 6.2 CDACT"t Sb-dCb gs 15 Differemull Gmbrr &aveen Garden or . Span (mesaurd m pha a the job rite) 6-02.3(25)h Gird.Delleeian For t;,nlen. 1/8 ircb per 10 fan of lass.Wilson The (,mrsea for shall ebesk and retard Ike cmria; W5 e' WSRGI ae9;-a.FNWQG, delLetiou(..amber)of fact,girder upon rmoral of the gi der WSOGry " Neil f umest from the fining bed, The Cootracmr shall Wo fleck and For a«t awe we t.Nen. rambese br0 b< are one d er an retold the genial ddkrtio. (amber) sr+hia a two area, awn vd:ayNd wire.rare aiRMec< � .ben bawwe Weacem aide.. Iwriod prior W shipment but m icy than taree days prior b or stal meamnJ n and-". shipment- If We girder remains in rsorage for a period esreecit 1/4 inch. eseading 120 days. the Contra[er shall ebeck and record 16 P4rann of LueN for swrtu al Connecuutu _ i/ the vertical deflection (camber) at apprvximately 120 days. inch The Umbraebr shall p.rfo,m and record wo rl,-k .e a 17 Position of Lifting Loops f 3 neAes Iongisuduwl. a time when the allaommt of We girder if aot innumsd by 1 m,h usu tvene temporary different.to surface temperature, llrese remrde ... 18. Weld pluu for bulb to girder shall be piscai . t❑ shall be available for the Eogioeer's inspection and tndudea inch lungaduui,and_I/8 inch venial in the Cnmra tery" Prestressed Cnncrele Cestifi ate of CompGsoce. 6-02.5(25)J Ht anW Alignment Ti trials wr .6 bmm^r'Am,. if-r°I'-erdee'ew-r.rurvsi We .sees. fee! r H be table in. We livinsveiv- krtwd"r."w"'My A Ii,.d-.eked eFGer -< 5e . 'I.. all'. k.rm�,e.d fL - eh-e, -..-wken T dimeminns .hnwn m the Plans art emeruwi We 6, r girder c :ens a:mid.w hawed on.time stay.of 120 days y ��,,,p,ble after rtic Of We premu.ing strands A yoeiuve (+) 'D" T yr-Mr{ngmo.- -yy+emrw..vM-yyve� dunensan ndistra upead deflection. Thc Cont.ebr shall mmaoi the dedextion of prenressd The Contractor shall check and record the bssrtrnntai eunerste gtrdcn den tie to receive . .:sit-re-place star by 1F rignmeat of both tp and hotsom flange of each grder upon KhduGng fimuiessuon Or mn.•New ea . Thc actual Cider emo rval of the girder from she cas•iug bed. The In actor deflccunn a mds me psn cosy v.ry from the -D'dimm.ion st ,hall.1.check and nemrd lie borimoul alignment within a the time of sLb forming e/ . maximum of plus IC inch for 1 two week peniuu prior to shipment but on less than three girder lenguhs ui to 80 fen end plus 1 mch for girder Imgths days prior b shipment. If the girder remsim in storage for a over 80 fort The meNd uycd by Ne C mmvbbr b mntml the period esced'mg 120 days, the Cantractur shall eb.k and gedcr deflation sMll not cause damage to the gidcn or any record r` borimotal.hgommt ar approximately 1-v0 days over stress when chocked m abootdance tvoh the AAsHTo F Eaeb er • •b be made by measuring We distance befween Speci6ations assets flaosr ,ad a chord that reseods We full 1mgth of We All costs, entailing any additional State engineering girder l:.e t.mstractor shall and record each chat espeme. in uonnmion war conwlli es, he girder deflection at.time when We algnm'v ,side is and influenced shall be bomc by the Cumncb,. by temporccy Wfeveescet in ....ace ..upeature. Thee records shall tw available for We Engin.r's inspection and 6-02.3(25)L Handling and Storage included in We Comncbr's Prestressed Coaerete Certificate During h.rdimil and stooge, earn girder k.0 :'vary. be of Compliance. kep plumb and! upright it shall be Geed only by the Gating Immduvely age,she e'+cr u rerncvd from the carting Kearns at eaher ..it S. W62G and W50G4..-4n.." bd,oeiWer flange.hall be offset mart Nan 1/8 inch for each 10 gu den can be picked up at. ousimum single of 10 degrees to her o•Bawer I.& During eurngc and prior b shipping.the the venial(menaurd in the longitduW plane of the girder) Alp offw IwiN Border md.plumb and upright and wnh no eKernal other preaueued Baden .hill be puked up vortical Garden force)shall tent exact 1/4 truth per 10 fe d of gWer 1atgN.Any shall be heated We-By m prevm tipping or buckling . girder wahu 'her lolerurce may be thinly., tut oust is spe.ifrd w the Plains, IFconatrn at she/- me b she Ply inch ruxeseur offsct per 10 ^'fore moving.ku,g guile. We Contractor.hall Check a fast of Bider lmgl before mncrac r. placed into the for.ray seMency to budding. Pam girt that env; buckle duo dieplusgm.. be baied on b.West to prevmn buckling.Th_bracing.hall be Me Engnar may ye m•. the over of exmmel force re wacheL securely to the cop hnga of the rider. The Wcnl barren girder sL,,onem at u,e plant or pb sitr if the Contrviceor bracing dull be in plea during all Gdurg or ladling naa.ry porno.t'.s akuWions are•pmpord pmcstlurt.If eclemai for tr.narorWnn fmm them ufact''MS Pram b hie Job.are sd j force u permitted,s shall not by released until c6er dtc Od.av crecuon of the girder.7 he CanMC✓er u autioned that for acme slab lus been placed and curd but days. delivery mute more conservative guidelines for Weal bracing m., h- requir d Before rtmovmg hie bracing to east Page-SP-73 Revision Daily: April 26, 1993 I� F i 6.02 Concrete Steuetures "2 Concrete Str,eons iskpb,,gm\. the Contractor hall buts,, all gird,,, w pj,, by —— a. fcm = camprasive pnenBm n Anne of IiftAnl or ' •. other meena - If the CenuaMr wtSM N divot, iranw,liing vc bowl by lest bin hall not exceed front,does,hanlWg and tlotgn wmpresavc siren Y a� bracing nquumrtnU.bite vanksl pkkup,o.tlw pkiup Iwuon, grit lfr`a 28 ds S An do. PopncAl muhod sha0 b. wl I.un io laud by the tiontnaufc Albwbk Unsron seat.ft F guw-sod submated wN the aupponing akulauonc a L< WM no borWcd reu,fott ni W Articles for A,vI 5.. The t,P C 1,br'a wlpU shill,,,,,loran = 3 tuna NG b Anicl,t 3.2 aN 5.3 0(Nc PC! Daijn XAA.11s s, Prvcat Warc root of fcm Sad R'WM Coann,, 7huC Edition. b' With bOFd°" rtnforartwtt b neaat until 'cnston m artier eclat the knee in 0 e cozree eomp•vnd.n Nc basu of u osahode. ThG Contraction,'.UsePi akuW:ons Mall unify Net the rorul An Sectiostreasn n the presWSN prtler do rant nta+N O.o\e acnckN swo,,, = 7 5au, time Nc part mot of WtN n Smnn 61P.J251M. fcm.The albwwbk rwik pacts An neinforc,mat , If guile-Are to be shred,in,Co,and-r ahal:pkce hr_ 3 la 30 ka.(A HITO M-31. on a stable fouNaucn that will lice,bcm An a venial sit . Idancia,haw StorM girJera Mall b<au to a I day th 1 month:20..00 pi _ ,panted`l Nc baring mm the oer. if b. i momh r 7 Year=.0 0 M. pi - there Are no recesses.appmwnsUly IB inch,, fmm the guile, c 1 M. For king-term no ate of lucent with Annual harirnnaf s yarea more=r5.000 pt evrvaturt. the Conlncter cis scd . Lct on dad lot-' Y Be one side I the bosom a Luis,front aadAng beds=0 peneent 0ange,uhng tha gtrdm a ro'nml curvnurc. If Ae Conuattor cicu b w giNen our of plum,durin6,rage,Use COnL O - b. Tnroaponin6.nil entering=20 pc rent .hW have the m ced P W a d-m wlyu by the Cpntncb,a g 6-02.3(2�E Tn66irmMitS Anina,to co"" gain,,damaging Ne girder. The Canlescbr shall no,begin so Unction the teNans until. 6-M.3(25)M Shipping 1. All oo-srese has reached mmpreativc prea&of As After the Prier ha,ached m 28 des design aril ban 4,000 psi or llte ssmgth t Plans rtgo,, ¢h.y can Wren (dencoreated on rat c the abarabr believes c b comply with Me Spci9cau..' the rdndm made of Me aamG goder aN a corepldhi C<mlwtnn of C coner fc.cumd under the um,ooNmuau .u nut or,ins,ompWnce(DOT 350 bridge),and 151). signcA by a ProtreaaN Concrctc Institute CenihN Teehnkun or a Ines" oal ongtnrcr, acc<pable to WSMT, dducca71, r is aUS(rod Nan all,rants Are!rce ifohe Staff be pneaenUd to the Engineer for inspection. If ds Engineer ToNons\hair be enaamd to dtc value alulirowm n Uu funs 6Ddt 0s cerufiuuon aN thG guett b be acceptable, the for appmvN stop drawing\) hash hydA abo acmes. WTKs Engutcr will sump Nc girder'Appmvcd fc r ShMenons.' (Oast,, fmm both No prcavaaN girders Sha0 be a Na 6 Wes of a reNon la Visit d.a nail nee be Aopmved for Shifmsns- btPPN art rwt swnpN Scnuhusoa un a, the plans require, The yacking ..u,nc, No bulb one"ca sha0 be Sh: for u nWl fo0ow the Sppmvod shop dnvinp. PPk ken pp"n drat Each lack shall have a s trt Ilan w&Y.aftePlacr ,t ec. No Other tuck,shall be ekppN far n site bad app rrndon.. 73s pule slut will If tusus kin sera day\afta concrdc placmat. �rO� gauge haft duplay p es\urt Goder S aauralely And readably with a dul m kast 6 inches w du rnn,- , 5 upynn during vet oAng that: men Nac or with a digital display. Fach jack aN ea P.V aball he rcquimn,nu unlen mh<rwue\how,,An 0u PWc ' calrhrucd As • unn aN sa0 be acwmpanoed by • atu:tN calibration chat.The Connctor atoll pmvWc one copy of Ni- S C fir.SuFRn Whin than to the Engttsnr wr use in oco,nm, The cylinder a! Type of Girder 11b Din.-e Fines Fab tad ,awnsn. during calibration aha0 be in appnxonsnaly the gwu W42G east WSOGa,0ae!a Sue At,We site lira,,, t far Paisiem s will occupy n foul is-king force. Sass Wf," s 1., All lack.and gaug ruralesruralbe realibrne and q reoenifwd: (' 5feet (1) As but every 180aya, uW (2) alb .ray npu Or Wluarmat.The Engineer may use prrpaurt cos to check Jrclia. E. Ift, Con,.etlgr wiaha b u¢esker support Incisions.they gauge.aN ahbnuon charts before and during rwnning. may bG ,mpusN b the PsBiaer for review arM sppeuval An Tlwe sect,hnus apply in Sh tendons(udea3 iha oafs ses —daac wait Sectron 6O2.3(25)1 Tha Co s,,c,.c proposal ouse,arruiU) ehd. seclude, akulwonS chewing Out covem . eta N tfc 1. Maunnum service bad alb,ell ID.. g0 go1c,,will nn,acrod those WIN benw Percent of site apectfied yield SUcn o!the peel —t ' 2. M...,wile nre a aori.:6 ju`king A percent of LrOf Li for or TrarOs G'vds,so Ere the rpsi�xd minimum uhunste umSdc encem of dte ct 4r Time of Lifting or Tnvportig3 red Erecting aUel. -. Suvaa a:bah Su n and 3. Ma unnum copal was at anchorage after sating bra;on Ncae cent-.Ppf haTir t points shut be aaus6N 70 Percent Of the spcificd mown.. uarmab evade prcngth of the nest - I. Allowabk comprearion Suae,k =0.60 rem Page-TP-74 Revision Date:Aped 26, IM i F- 6-03 Sted strurb um, 6-03 sled suval.es Tendon aMU be anchored a in:Sa; a mice that will ]. •Gravel Bsck6ll for Foudation CWs B•,per cub. ultimately maaaam eervkc 6" at kart a, great ar the Plan, yard. rtquen. 8. *Gravel Backiin for Wan',per cubic yard. M teri-r-O-g Pm,eed., the Eng,neer will be rtcordmg U,e Tlu unit coNnm price per cubic yard fnr gravel bukfin applied Wed. twdon Iongatoi,. and anelwnge aeeting yaw, ahal; be tub pay for fumuhmg W labor. mareriab, tun4, ud equwpnueu, and for W other coos neauary in eactivating. Whw removL.g Nc jarb. Ne t.Or,.,wr ,Itrb .1.,c badug,lunlmg N, full duunu.W placing of may,beckfill etaera gradually befan tuning tine pnurpaing neinlOr,unant. u apccifted above The P—treeeiog wvd..Aall be Our a minimum Of I inch hem All cow in cormectron with wing water-rtducthg adm ennn the lace of the ancho-egc dcv.0 N cencrue for the bridge dab,milli,barner.and pedestriui barrier stall be included in the a-Y wrarant printer for the 6-02'5 Payment vuiou bid Yuma involved. P.ymau will-nude for rach of the f-W.g bud arm, V. 'D-& -Strength Cunt.Price Adjuatrnant•. Na are included in the proposal: 'Dehcum suano COrw. Pace Aqunmma' will be 1. 'Coe:.CW. per mbk yard. ukulated and paid for u described n S,ectinn 6-02.3(5)B For All on rou.except N SuperaWpure rJ..m the u covertA tee Purpo¢Of Pmvdmg a common Peopesal for all bidden,the by a arpena bid item,wiU be Paid for a to unit ennmia Price State hae entered an mount for the Yarn •Defies-: StrmgN pc cub,,yard inc T pl_ce for to varsw rtaaru of wncng The Con,.Price Adjurimem-inthe bid pmp.0 in become.part�f tar.wnmin p ice.hall be full pay 1., fumuhng all mat, h, the total bid by the Committer. The ate. •Definrnt strength ePik quipment,welt,falacw 'it,f-i a,labor,and all item,required Cone 0 Adiwtmcnt oven all applicable cW,u of to complete the concrete work. eincree 'Supentroctun(name bndge)•,lump min. 10. 'Slump and Air R'se Adjw!ast',by rakuhtsa. TM lump sum corman price for •suprr,M tart Imam, 'Slump and Air price AdjatmeOt"wall;w ukumt d and bndge)^ahW be full for lump u allfir id for a deecrth ed in Swam 6-02.3py Y'M the Purp.ee of PY i ameai, I equipment,,. .,dal proyabng A common prupoul for aJ bidden,the Coa,.w<MU, fd.es oek, enema,eapenasn joint material, fi r, a.:d W Agency bar entered an a awnia for the Yem •';lump m.: A.r rg Yneu ray tent tO uycene yea the ms emunurt in n, fad. Rvment for the nmw acme muc,m min the Price Adjustmrnl' a the pmpwal a h.-,raM a part of thr S wnatrm non trial bid by the CoLrcwt. The lure 'Slump and Ai Price sf wm�trde . at lore wit ba made m (Or mcarce win the S y.l.co wn,. a Nc umt contract prior fur Nc rcva,l Items Adjustment'wyns all applicable rlu�es of motrete. mvolvd All ws4 in connection wik,pmvwwg links for w.na, for 6-03 Steel Structures fumuhug and meuWng xU dnm.ge June. for box grader am-urin, aM tumuhmg and Placing Smut and shims under nee a�.^-r shall be included in the uml --tract pima for the 6-03.3 COMILn ction Regteii,emin , vamtu bid items uvOlved AU w.4 in-nine wn win nc cennruction of weep holes. 6-03.3(25) Welding and Repair Welling including the gr '' backfll for dram, aurrOurdnig to warp Weldi cud Wok,except a pmvsM m Scet,.?-0p a,.MU be mcludd by Fail-11 °g repi-S DL5- of all$lt'el b Weldindgea,g ode comply wiN the AASHTOIAWS❑tall i C1Mon WtOr s the inn -nvmt P. per cubic y,rd for 89 Bndg,Welding Code. K'eldsg and repeu weNioS for all — other steel fabriutico $hall rumply with AWS D1.1, Wmt 3. •St.Run(.Bur•,per pound. editim.,S[.'�.et.ral Weld' code. TM requirement, a. •Epoxy-Goad St:Rest.Be" per pound. m Ne rtmamder Of nu anlr,ectron ahall prev.ij Ocac the dinil 5. •Wtm Mesh Gage_ln.Muh',per square ddfcr !min Nc AASHTO,AWS D1.5-88 Bridge W eLi'yard. ridt me Code or We eld S U f. Juriest l ncel yew be p l W eldsg Cod,.. TM unit contra, prate Jun pound far•ati Rena. Bari,lull Weldn of,w,.tunl mica br eau py far all-m N fumunNe,tebrirus reel hem u a wall � pennated Only rO We 8 placing --tent ,Mora m the Plan, N. wcidmg. o.,.ling tact mO .neei(w:.The unit contract prate per pourd for'Epoxy-Coated temporary weld .MU be dune in the .Iwp Or field uNue m, A Runf. Bar' aluB be full pay for W emu N fumulnng. I-A wn Of the weld.u.hmwn on the approved ahoP drawing,ter fa ratng, c<ating. W Ptacmg a spw,r d. Payment far our approved in w by the Engincer rung moth wLU be at the wit wrma ee n M.p quart yard for•Wu, Welding procedure anW be .ubmimd for mvv with Minh _Cue, _In.Muh'. eho ,1.M 4, Payment for renforcng peer shall include Ne - Ofequipmenti i h wed, p.Wu. d ji 'PeckY k' type of furnish. , rshr taw g, and placing Ne rtmfom.:mem In at t,, , and Nt deem WWcnn•pr'uat requirements, aructmea Of nf.,ced nen"Ore when then are rw rwcwnl P one Proccdurta are wit aoel bid items. ,arch mnor metal as in ex mmn pnywnfied by AWS or AASHTO,evidenw of qwl-ficWtam tuts P M )mm4, ,nab be rubmmcd. bearing usen:.hca.anA huh•,nil be pie liar Nc unit mntnct W'cld-9 .lull not begin until ,flu he Cunmi aO: liar Juno fer'R<N(nnmg BLr'umk.a nnerw ,peei6ed rtuod the E.g.,, appmy.1 of chop plan. in ".um, in 6. 'Gncel Backfill for Founestiun Cuts A-,per cubic Sccuon 603 JR) ..c n , yard wc pl... hall include Proeedura for ldmi,aacmhly,slid any hart-rtnightanmg or Mataunsg Page-SPJS Revision Date: Apnl 26, 1993 L _J r r a 6-03 Sled Strurtttrn -. --- 6-03 steel SW .1ure_s 1 Any Melded a..comicce; Wngcr nun a utches may be Noedestrumv<tetrng to aMd o b vial vupecuon MD nnadc or my ahoeter.bar oomeeton youad wah full-pmnnWn be performed by IM Conaw era Unk.glrrwtae aMwn to U 7 Weld.. plant o: apacdiod to the Speeul prov on w Ient of If sing A-INTO M 21-1 Gnde D or E reel, the. utpocuon .lull be as apeei6.d m that teeoon. Testing and { Conn etur shall r ode proof of weldabday m t1u Engm er uppoe am shall apply to WeidNg performed m the shop and to Were M,,enuon Ns flu In ahwWed metal-an w Wmg,the Cow nor shut use low Vuua!lnepecuon ( hydmgm electrodes. AD W Idn -hall be 100 penned visually uupeaod. Vuual - -- t L,tubmaysd-art w Wio ,flux th.0 be ov,ndrid.,550 F oupntbn aaU be Performed befon, during, and afar Nc I-,in knit 2 boon,thin pond in ovma h,W at 2-10 F or mot. eamplei on of weWmg If Wit uaod w a bourn afar removal fr,m a dry mg or dorage Raj.j,raphir eupe..:non ' oven.flu.thin be redriod before one Compate Pa,etnWn knpen Prelast andudeepus tanperatunt saU coin I. wth the brad groove Welds to lughvny P gu aa0 be IW percent nWpgraphaa0y wroped Then, min.,uma nit Table 2 bele. weld Include thorn in the tesaion aro of webs,when v tpauon aver the ginner of that two diWncco (a)15 utehe from Table 2 the 1,nai;n doge cr(b)one third of the W depth. Thickness(t)of Thkkm Pan Uktaotu Inge n r Point log .0'l [ll_n£IJ£W Tm,r niun_M Complete p.W. groove WeWa on pWe Uuckv ,an , 5116 inch to the following Weldd aanoi or drndum shut te314 IUG be IM percent ulvuonirally uurpecwd. 314<,<1 it 150 1 Weld d comaccu. .aryl apbna u.btghw.v brwga ad 11R<t<2112 2W aM roaetmg anuetura. oadodotg longitudinal beat t>21/^_ i50 Weld.in ham or "or web.. Bridge bn.g.ad eapam en ymou All web and flanp plate.bna mg riiDmen,luring plea. 3. Sp bridges, wWilever .4. etraturo. and at, ' W hnvy.tdm(rotnud ufirn wcWdl.hall be pnhmu d brackets. W w Iran 25o F. a. tight,aipW,and amain pole liar lard. If groove Weld.(webio.or funecao-doge)have inn The cows procedure and acap.ae eraeru for tubular myocod, d.oy may be repa.rd no men then twtc<. If a uhtd mambo"aluU onefom,with Section 10 of•he laud demon of , fulun noeun,des Comrnctor andB the AM St,unu al Welding Codc Dl.IgH-,Sm.a 1. Term the mambo., if net F,..., approve. at Wer M.gneuc Parole Impecuon Ill inch;or 1. Fillet and paid pauaation groove weld.. 2. Replan the membtn at no expente to ib,Suu. At leaal 30 pen ent of nth.mine ad type of fdlor PY wing eatmabn ban and rune,;plate. the Contnnor Weld. melding nurmmem fdk, we d.) aml prtuI haU xenurt,roove weld.m•wry drat emuro ate a,,mmoa, penantion groove weM, m the fo baling W Wed _ of each e-,d m an ends.Th.ban ad plats.aU be removal as.embha or druetures than be uated'ry the mageret. Are the Weld a fmisbod and cooled.The eoW ed..a9 then to p.Mulr method ground smooth nod flush with the edges of ab tang part. a Fungw,-wd,emanonaom ut h o,vay brldgea. r The Centraper shut net b. Eed and intermdide per diapbrag,W w highway 1. Weld with elocwgas or coetmpag mdhd.. bndg. ' 2. Weld nor flame to Wben the .mbtm,tempetatur, u e Stiffenorn nd mnuaruo.t pale et kghway below W F.or bridges. G. flat mPod Mles to the Web for w Idwg bun aphcen to d. W.Ided eonnapwm and Iplaon to aM nummg the dnga oela.Ih,PWu show them e.eucuna Bc.d ermbm of trmae 6-03J(25)A Wilding Impation f Bridge baru,p.1 ar,anaion jo.0 The Conmetor'. weYetg—vupxuon pneodura. s Stile lords..oao l er ." mums,..ano s.gn u.Mqua, rtwhn,a, aeoept. crare. ad i upoM11 bntkw. 4uWfiamn for aeddiog of pee bridge sw be at neooudunc h. Llght,tidal.and Wan,,pole wnd,,da. wdb We AASHTOIAWS DI 5-88 Sndgc Welding Code. Tbr 2. Longwdnul bun.1da w beam a d girder Web. r-owacr or'. Impoetiou pr aedvxm, 4eb*.a, edMdt, M kast 30 penmt of eW, o.,rudion bin unlit oaepaaee,r►a.a and Inspector yua0futiom for wddwg of ins ilia banm and Feder aebur pull he mdd by net sE auox Wuttma rather than sfed bridg".ball be per AWS magnate patbole rot Ah d. DIA, hest ed'dion, %Vna turd Welding Code. The 3. ComPIw pestetmmn groove wcWs m pna 5116 inch e equuem a"deveribed in the remainder of the settle.sha0 or thinner shall be IW penetu Wiled by the tmgu , 1 PreraU wbmerer they differ from AASFTO/AWS DI.S-99 Padick mpMd.Tuning shall apply or bah aides of be Bridg, WddWg Cod, or Lb- AW:. DI. I tat edition, -old.if baling pate u ne r u.d. 4 Stratum Welding fade. e. The ma of nth mmpkeo prna"non poor,weld at plate odgen ahaL' be tested by tb, resgrdtic punek mallod Page SP-76 Revlmllr C a. April 26. 1093 I Iy1l 1' I 643 Steel Sti actures 6-03 Steil structwv t Where loopereent owing a nx required, the, Engineer } slow. I "MIN dW reserves the eight o sclect the locat.04)I.,testing less am « If mcciable fhol. see found N any WI kngth of WCId N has pmessil at, all!, lam I or 2 sMvc,the full ingth of the weld or 5 Ica on each ? side of the lout Inert.whichever is lac,shed be rood pAeene! Is - AM repairs of defeou have been inner, sdddronl t r.ndeaysAcdvc touring shall be performed to assure that the Drift pin shall be placed throughout swk field repro art uwfaaory. Thu scaang shall urci.de the repsved connection sod each fdd iu l w'Jb the greatest maeatratnn am plus in last 2 s.hes on eseh side of the repirad um I.the outs edges u,'•cable^4 cubes being bored. After the Contractor has complaed his welding inspection. To complete a joist "' .a rthe method lied above. to Comrs.Nr shall allow the Enguiecr cuf encit runt o perfarm the Contractor shall fill .11 mansimng bola of the field quality as...-.c uhnsura wold.&vupecnon mvnecln.or split,plat w 1.basis and tRhre to inug u ht. The Contractor smell meat thin nuil.gnpen ,nil the Owe all of these bolo arc svug+ight. each bob shall be radiograph.iexpeaicn report an the shop until the his pint w to gstmstic.11y ligbtmd to the specified minimum tension. radkgriphd in out member n accepted by da radiographs' After these hops are tightened In the specified minimum representing the Contractor.Whin two working days following onion,the Cootracuer shall replace the drift pin with dohs iis tompaaa.the Canuscar shall mid to film WO an copies tightend In the specified minimum session, of the radwgraphl wperuon reaon to the Materials Engineer, The Coutnsor may mmpMe a fold bated connection Depanlomt of Tnaupersuan, P.O. Box 167. Olympic, WA or splice to a continuum npernion before releaser[,the weight 99500. of the member or adding the next member. The Contractor shall utilise drift pin to ahgr the ewnoeaion. T1,alignment 6-03.3(32) Assanbling and Bolling drift pin shall fill between 15 sad 30 peaent of th,hob an s To begin baking any field conocetion or splice, the single field convection and bawem 15 and 30 perrevt of the _ 'Unar nor aWll ivAak sod tighten to ssug-tight enough bobs bola on each side of a suck joint in a split,plate. Once the W bring all pans into full contact with cash ash. prior to alignmet drift pins arc its place,all remioing lib shou be tightening the boas to the specified minimum taxi... "Snug- filled with bops and iightos ed W song-tight starting from year - light" mean either the tightness reached be(I)a few blows the middle sod promeding award the outs gig,lion. (hie l I fr.,m an impact wrench, or (21 the full G.d of a person all of that bolls are smtg4ight. the Contractor shall 1 using s spud wrench. systematiolly Ightm s0 these boas t+the specified minwnm As cocain. pro cedi. all field conncu.ns end splices for tension. The Contractor shall then refits,the drift pins nth each member shall be actual',de Pft .W and oohed before the boas. Fitt ti that bobs shall be tightened to the spefid i -� wagh,.-�the riestvnember can be released or the next member minimum station. y is added MeFicW -recuon dnwmgs shall-Mil specify pinning and hohirg requirements a meet or exceed the T, cemplae a 6,16 rolled corm :o or Phoc in a _ fo:,owiog miaimuostkese-.ennrmueen wnwuous opcnnon,the Cantnetnr stail fill 15 percent of the i Joints io normal structures. 50 percent of the bola h.IeA ar a single field connection or on each side of a..,k wins 1 In a single firld coanetioo and 50 pnene or the N a splice pint with daft pars All rCmNNg bow dull be 6liW bola on each side of a single joint i. a Antis,plate wlh bolts and tightened An snigtight carting from war the shall be Idled with drift plm ,ad boas. 30 fie:^at riddle p odi ding o..rd the outer gage Ima 0.W of that 1 of the filled bob shall be I J. 70 percent of the bolls sr r-ug-tight.to Con•rainer*MU sysmmati ally tigh..,W -� filled! bola shall be baked .ad uvnsnd to snug' thes, '.tic An to specified .NKum scans... The C .usmor tight. Owe all the boka arc snug-tight, each boll than, then �eplacc to dnft put with holes lightened to the l shall be systematically tightroed to the specified .pacified mimnulo anion. If his method s mduteQ.the next minimum Anion, "Sestematlally lightened"men .,crnbcr cannot be Wiled nor the weight of the macho ben; ( heaimaug with bobs in the most rigid pan which I. boned..cased mW a en'...of 95 paneled of the link.All usually the enter of the joint,and working out to its systemtiu0y tighond to the specified nuounuen treunn. free edges. The fully term..it boss?hall be lotatd All hobs shall be placed wit heads toward:he oa,.dc tent near be middle of a ?iogle field connection or • uMcnide of the bddgc.Ali'ngh-strength r.4&lull It installed sings split plate. acid lightened bef r,1.lase ea li As:cmovm. 1. 2. Juios to caotik.erd aurwwres: 75 percent of the the Contrson. nuy coat local railings as cemwn bola in s.iagle field mu.ation sod 75 percent of proneds,But niW gs a1a0 not be bald or dlustd peiwienOv the holes on each side of a single joint an s .phce nail the lasmork.r telased and the deck psced, plate shall be filled with drift pins and bras. 50 The.C.otrwor sh.A not began paanunr until the Frtginen poet of the filled bola shall be pined. 50 haA arspceicd and acciard field bohing. percent of the filled bola shall be betted roil -" tightened o i insight. Owe all the buss are snug. 643.3(33) Rolled Connections tight, ouch bole shah he syatematiolly rythurned to Bobs.r'as.hardened wnhe..lad direct tans.,urdieaton Me speeded mwani.tenion, The fully temioned still out,to requinn.ou of Section 9-W50). Wei shall be b.teed near the mWilk of t sings field All bolted connections art friction typ Named structures conwcline eat a •,gk splice plate. requve Type' or Type 2 bout. Unpainted stricaum rerq.oe Page-SP-77 - ..... -' Re,i,,nt Doc Apnl 26, 1993 i S-2155 1994 MISC. SAt�� SS/ER PRQ7= - C istr. Contract Doc. 3+ Massiv I �`---- t 6413 Sled Sttvcttrtrs 6-03 Stand Sttucfi r Type J boa. A HTO M 253 Type 1. _.aM J Wh.-dull rot -- tythtenwg method o folbyeed, the Fngueer be lalvanimd or be mind to eonuL<wah plvanvtd noverul. nteervr m for Coatraetor watalk and tiatnama a0 Hardared when art em"cqu-d ueder tumed ekrmu bodes,and 01 napery each mawb-vuri. for wrnnoomu ualn` AASHTO M IM and AASHTO M 2.53 bolo aedeawet u mguumd n the wlbwtni Table/ - 1. lempewve of the Xghtmug method, hnrdc M Tw oaf-Nut Tghtn ilia Method a when dell be used under both the,hand Od the not Nut Rotatuna from Sauj-TRbt Condition abm AASHTO M 253 bob arc to be, aMHmj u Rot l.mitb Deprhwn er finer faro of eructueal oatbon amel(AASHTO M IU) Robed Pun Whcrt the Omer fare of the bohni porn hat a air, feadano C'oodkion Cnadano senator than 1,20 wM mpen W t pi.mmul to Una 1 2 J Wh aau, a hardmrod ueveW .her,aIWl W uacd w L <dDb 13 tun Irl turn In turn eonti oemas for the lark of pamOrbm. 60 < L<RD 1,2 turn 213 won 516 turn ID< L < 12V 27 tun 3/0 turn I turn .epkneFwnudarr All lahamr d nw than W luhnuted with a lubncanl Bop knith mrtured fn m uodk,,u c of And w entmnc end wnummg a vulMe dye w•vumil check for the lubrrunt can in, of pond made.r On tune of held unuabson Black boys abll be-oily- CoMatona 1 both I..at right anlw w Wk aye to the bush when rntu0ed. Wathermd or rutted tuht and nuts Cordaroru 2 one fnc at rtlht angle w bob aaa,one I., tha0 he clmnod and relubrrcaunl prior to waalkXun -loped m more tbn 1.20,wnhoul bevel washer Adrr uacmbly,bolted paM 1111-fit wMly wgedar To, Condotiona J both km alold m more Dun I to from aha0 rot h-arp-nsd by whom,rykeu,or any other maternal night angle to W X room,wnthoa bevel wisher Attcmbbd run wrhm, a IWmg then neat, to Wh hrdx, •Nut rohnnn u mbnve w tit Wit eeprdka- of out,and when, -had bn fro of loon mill wok,hum. ltri, wltkh demeeu Inn or boh)a bnnl wrmat Takrarcea aced other km,p maaml that would premot wW aawg penmood plw or mmua JO deg¢m for rural wont of When all bob n-pint are tight,mich host dWl wm at aft tam or wu, plus or mmw 43 degtaa br fual Ira the,pma(bad shown m Table J I+ebw t.mt,.f 2,7 sum or more D w wounal Wh darner of Wh bung Tabl.J ughtone i M..Vint Tarr t When bolllmgll aced- I:D,the apestwn-hall R9►Sin AASHTO M IM AASHTO M l5y be determuned by —na] tans in which a tunable �) ( -) (lnmm 1, tmtrn drvre aunulada wlmil e.odnianl Ill 12.050 Ia.1V SA 19,2m 5// 21.400 35 n00 '- 74 39,250 al„n I 31.3m dy,mm 11/1 56,450 20,100 1104 71,1m d01.w 1 Hl M,450 I21,Jm 1 in 104.000 147.3m Tlghtestiel aria)be dole by either the tumor-out or the dkerr iny-indkiwr mgbod. Preferably, the out tha0 be tanned night whik the bob k preemted Dom muninir Ho,rver,a repaired bwtmie of Wk mtenag and/or vrtearh operational elaraoca,ughteoLn may be done by turmlog the bat whik the aye in prrvonted from rvlaluag. FoDnyeum arc 4e 110tioul of the'far.of Not and DirM-Tmaiam-Wrator mlth dh i. Tumor-Nut Method wrdmed aerl yeubee, -bed be utrd under We tuned demons. ARer a bob by a ononnYion or put 'pure plate his been tythesmed w aauliigb' and all apwiri d taking cmadilior antkrrrd, b.hall he tightened to the 1peelryed mwtmum tmbn by rotatiryt the amuaat awified 1. Table 6. Reran foal tghtoniot, We•(oatrMmr aba0 muleb-mark yeah rrnvoa or paint the now rare of eaab of and the yrmudiag part of We Wh Ta enure th•t tha Page-SP-76 Re9moo Date:April 26, 1993 L 6-03 Sled stnaDtlmlts 6-63 Sled suvci1 Dwl Tmsxon-hsdxaw,MMn.f —_--- L),pW urad AASHTO M IM bolo m•y M mused If approved oo," Tem 0 tnn' Indicators 0"TO sh. be 11 the Eos toes, Totrcnm[ up ur rmriMmmg pewtously _ plsrfd under, l6r WY ee.d wlle lnf garwineJ LRhkaed was`ro,+my hare ham boremd by Ne ls[buuni (King the boy hmd whets the out 6 turned. DTI I of WM'm nuns shall rot be mmuirred or revue'provided the shall M Pwed under W+sat web the pratwom u�u[[mg of cemmues from the ou"I rysrnn oral does; Out t� 'judo,' mr bkrsrwc. tNn War (wing the out wbrt. the hok 6 losofd. Dn,Ihalt rNu�rt gremmr roNNon. ^T nor he used under the turned rkmrnt ro u'red by Trbk e ( Dn's shay be installed by flro or more w—o emws wab oat bdi•idu.l prf•eotiµ the Aerosol at 6-013(33 A Pr Em!iun Tats% A.Dii from turning and meosuriog the"of III, H,%h strength look aaembaa !bolt. out, osd srasberl, �T Dn to detrrm!nf the proper tension of In,boa bemch and 9-114a6e41, shay be .nbjerred to a eaathseml Threm Ion,. per buk tit. IbaO be tested or o c,pocay tar (AASIIT() S1 164, Srevm {.51 prier to any P'SIH)T approved Ootl tension e.ahemtor. 1Te bobs r,wuin. aeli•il Flack rombir unto of boll Vn>,l orlon tit. 1 sha0 he aaimrd to 105 Pete NI of the Iwno not kA, and washer Its shall be tamed as u asrembll. All +� cbown L.Table 1, The on gap shay be om,.red tests shall he performed AI the e'onlrrl r us the Pea,of wart..lemkr gµ,Io hat aemoe.:.001 inch The DTI the Logiom. Two sP.. m per ha shall bf rated at the gap of We Weer tam Mlu sb,0 he.•erµed and all eattnv see i nee duuif prior to tmalfamo, or wbetse•er -t produrtoo was sL.0 ha•f their Dn's t*fmared In the F.Sur. deems Y nerctw, 11, bsh sssemhlia that; ! th6 gap or its . goat tb40 ou he Iglhlrned such men the fultvwiµ rNuvemeab. •, that ,, Dn pnmr,on, ore romPMrh rruthesl 1, I:o lbmulb I, times the required number of Inrm Prep[on'L from.n.g tight rnodeioo as mdcated o Table a of All hunt to a room..shall he took bghteoed Seru.n b-033031 webout saviomit. tensile. or s prise w brio{;µ our DTI, is to full them, failure. pdmimapaeo, NI Iha0 be bad, performed in a PSINsI appro•ed boa temov 11, Contractor shay session aJ Haas, "fibrslm. toeperuµ all DTI, srob o feeler gage, to the 2, The minimum recorded 1eat...11110 be Nwl to or F presteeA u.'the Fµoeer. {rater than 1.15 limes the mtnwum molt tauron If a bus,that has had k, Dn amµbl to full hrted to Table 3 d Sestuo 643!03) III I load, hmsrm during the rouse of boa;µ lL: p The memured torque to petsdorr,the minimum!ark J I munermn,the bulk sbs0 hale.eels Dn Installed 0 ad d t . sha ac,,d the .for utwnoxi b5 the .",I arem.n mbnned. Neuter of the buss and out ore lullowsµ ryuatnn. r uhj,t a the Dm•6nm of tau seem.. ! Asr-y,AAwstllwom.atW�,rl.Iresal-.Me.Msew wtlrtaA Torque =0 i!PI) 1 plleeLnw.wewsg-Mr.we+nb-+wM-w+re�lYl w,i.tl.e l,lrfrM-bAntwwtbr��mr' N1ne: Torque trsauros eRae!fur.pxmd, p hrrol.ed{stl leers Fro, I 1 ""°"""""" w �... n - s.—r eon tw....(rrl 6. Dnatsemnk the torqued bilk and kw"for sigm or nuts fsdure. F.y.m 6 defineA m sn! 11em1 dam µ! to 1 the threads of the boll or the out or crocks to the d ~� ~ body of the bull. If either spectmso folk,the ha Of ed Mat .ill be rejected Fhuµothrs of the bull between the bole head and the s.1 a nut rouid<red an be a failureorms ++ff b-01.1113)BA Boloµ Impaunn t awmten 1Tr C„elect„i. u II,, p.. of the Pngmefe, shah J llrc nihlenN NAL I Ing rn W{IrWtn n)Rw-h roielMwra For b its 1prortded b3 the luatrsetorl of she same{ndc. -1 ya.linj vilHbaapA,ts1 Ws-s'mmwarTMYAtsta ton In,, DAoio' Y dlnsr .d , msfmttem atoll he pWw ' J! a I..,1.and ItNam tLitnnL,r to mmt.m barb tmtmn Th. tNyhrwon opee.tnn slNO be door so bast oe'v I AASHTO M 253 bons aMl islva pond AASHTO M IN emch uupsevon day TMre am,, be . wvner We, the pan j bunt sMII rot be muttd All buss,m Is,rt jed shall bare taro wmN ul ughienm{ inch boll If wvheer are sent on tb 17 J I tor.& ut,poeted for dissocton br mmalliµ the used not simmum MwaA.w+erlmA+rMl+rtlsAwxtsameF"Wre^mr^rI on We bark nod I.rolua the not for me full e.gtb of the bok aLusk .NAq���!'M thrads h, hand. {sons to be feared shall be rdubrested ns.esL.eheab III We cabb."dersce,emch NA aMll are Used best aboR be r.bjmt w . enauvo Il copacay tes- m ughlrned by any conv<nem mean t.die 11W,fled teat. The sperVled so aerem. 6-01\(311A Pre-b'.rermn Testing. Page-SP-N Re,,,Im Date Apnl 1991 r � J l 6-06 Timber Structurm 6-05 Piling , Wlwef.og w,eoeh.him thin be appled to the Ugbteord Mh to on'n"ti n,of wtrotted lwber,two thorough Onset of Ito decmwir the rorgwe ro,vued an No,the nut or steed 5 dcgpea crmeote nd.bell be applied N the 6.dr-sf-eY -Ne-en0., UppmwrtaulY 1 ech at a 1. inch Mtu.l m the Ushmong top,end all contact...I.a.of.",Sap,iboehramu,mutry, direct. TM phyrupaWon wN.uhW he taken u the avmge to,wbeel yard., .0 aim ptnu.&II mnum vvf.mw of bnemg of U,M valor thuS d,,nooped alter tetemng the high end low and gnu. .1,en, the bark eta, of h.W d., end all other value twber th.t wilt mnucr the ant Ten pc c t W leut nro1 of the ughweed holu On the In addntnn. .11 1epm.wn.or opewtg. around hub hots. nrunun reprm car by one etas babe Shell he alerted at^:Won 'WU.Or dap.tMt m.y team nwururt shall be.pled yo .e e each mnonnon The deb-t.penun tnrgw thaU thrn be approved milk`upt Y* w twkSv .,b d to each with the eapecUog weench tamed to the Ugmmutg dtea,ton If Lou wrgw worry no nth had or nut the 6-06.3(5) Holm tot Buts,Dowtlg,Ruda,and Lip Sou will aa+eT.die coNtoniun a heutg ptep,AY ugMcned But Strews a ate rorya top. one or -cap both Mad. or tom. the Hot..him bebendi i pb.wpenwn tetg. .hall utm be applted to all Mhe to the 1 For dnB pine W dowrU - wth a by 1116 tech cononnion. A.,y both whoye head or rte tun.at Nu cage.heft itraMr u dunwor then the Pene ew:&—I- he Ughtmed end not.ported. The C.O .nor me" Mwcvrr. - For Out.rode or boha-with.ba the oee i4trawA re ght,n .11 the Mhe to the n,nnmrion end rnuhrno a for Wgawdiamw.r. t1vto die onds of bold s iO.Peel. J For sag anew,-e two paru let with the sbertk lad 1 hok the same dumee,u the tMk sad u deep a the 6-0J.11601 Fill np-SnitDraining Pocket untbraded,herue U 1ang,and(bl with the lead hok for The Con.nnor.hell ptovtdr rna ugh holm U,dram d1 w.u, the th.ded part tm,newwly I.thude of the.hank from pockm m tmua, gWen end ath, mrm:.cn Uoka, dumper i thowa W approved s►op pia., drew boles ,bal trot be drilled teldho rt the wrlttan approval of the EAZIAM. 6-04.3(7) Cotmut,nu .ittp AU row related In proyydmy dram hnk. .b.11 be mcludw Coununutkong aMU be dos whey,ye, .mooed I... art to the ono n inner pries for entural or an wet requtrrC Fah .. atoll he proud with M prorne Ott Ater the nth or.crew u to putt.the rasa atoll M M wed 643.J161) FLhirliem Protmfion ae approved M evoa upluJeI,elttult Fach Ikn,bnm dtel.ulporu a eorumt Suit pint dull be I ooew on.tap.red lung,edgy wort.heavy MP of roofing 6-05 Filing Lode..ph.h..pplml hot Thu..ph.h until oonfumt N ASTId D 71: two mtmee! A............. y"i'Ir 6-05.J Caltrurtlm Regwre.nent, , eepMh- A protective mveriog of.phah mated gWt flier AM IAS-MI D 4601 T'yp 1 me-pefonted)rh.0 be pared I ova"hW mat of unbah. not comht.ttoo'ting,MU he 6-05.30111 Dritint Piles .pplud over ft atop paint It theft tyke the pus of the own fish TM Comnno,.Mll mmpleely dig.11 fuuwaunn par.tend .%a porn tpaifie t! ,xher p.o(the nrvnunl pal build any rOl.o,,d mRml.m,or tribe)before M begone dnveg founnstion pda He.MU adjust pet drptht N 911nw For U"v.l 6-04 Timber Structures a..d by puednvmg.lodging the to room of wlt.mrn.by the .tap of the ail Before connrnneg the fomuty or ptk Oer.the Comese,nr.bell More the pre Maom to went elev.Uon oy 644.1 Cores v tion Regwrt,ntvL renovuog mtunel err by MckhUutg with panulur rude., - TTe Conut.v, .MU rtet dine pain, from en eaYWl{ 6-06.JIi1 Field Treemrmt of Cut Surfacm.Bolt .trvn ' Piio.MU be dnvm deep ewugh N obum the bad-0aarYtg Holm.and Contact Surfaces a ns ty shown a the pilot If the Puns.petty a mvumum ap All etatux! ahnswu totrotted tb or umben that: to, pc� P If the ekvar pan Shell be do that rkv— unks. the u vnrrad c.rtN ttateJ lly, w,th own awU of Iw ra o-c 'u,u. 'W Eogtree,ar diaev mae I!oUie pib me On drrrbp thr mvererl wnh as approved Mtt,a,fmg.phalymN--- -pMR ,egutrw Mrdisrtng ap.", a the epecifiw'gyp nie"non.the •• . ...r^pa••tM Cemu.no, atoll ent.n. time,Owen wW Uw, tech hero., .'.'Ms bolo, dnllw to dye field .ball Ica ueatw caw. o e ."Ay it on up ekvction U ripe dined.prim.MU'%ux O a tan cl lit o m IN, the m If the au,td to(W belaw r u. of ncnte loom, a end i!se , will pm,ed,the holm.h.0 be po,aeI en ated wtN the..a a below the hoaom of the enricMe Sat prtarv.uve u wet used on the Nnber MY uerlkd Mln sh,i In embudmenu, d pdtng u dnvea through porytou.l. be plugged wM wood plug.treetw with the samr preeervio., puce,mat,,W..banns,capacay.MII Oe batted on ni.Unce to th t e Mkt Tee b.do and thmd d rod,of all betrer found only to the wdalymg fouw.twn m.urul calms olMrwetc msered..1be0 or.caked whb as*,proud rmBnp uph.k tperitd Emtwnkmmt r.teeui .1odr. .11 !sat puced uN", }sae prior N dnwiog the man. ioa down tight the nst.nl grourto ye or the new, groom bete famtevl h, aov.txm or tmroral of wuuuhlr wiu Par,SP-0D Revuoon D.k April 26. 1�3 i �1 �V d-05 Pifing 6-V rift If Me am Wokment or We fou drina m•te l pews To mNNuu the damou" Weer of pde d-09 driven Wnugh pmdwa undue Inewo on the piling, lb....on metre, Ice.dun 28 daye old,price Wall ttm be prebo ml huh larser Wan eye piling dtamere mar be ,1nven clo., dun the dumree drtrammind bmn the folbwkg required l..,dz e}nhrrl D - C tune the aquae recu of E .-raw.-bs-�epean jm g., he used or Imu of Mnng Neu hulce Ed'y rf dre Engineer hehe ca a wIl twt damage the N7,ere. D - duwwe m fen ,mbaJnxnt ar kuo ebon soils After the prk a dnren, the E - nwd Mmmer energy m foot-pouts Cunt.ador shall fill dw open space kh by the ever ued hole C —ff-rmn ato,—peke Mead on the dry amd or par gravel approved by the EngNecr number of&,,a of..nng ma 4 So brag a Our pile to rot N).md and tc emdunkment or foundation mntnkl being driven trough k not pnrsurmaly damaged, the Contnaor shell use oormalmy ascent zecsan Curing Coefrrimt Curial Cadpaeimt to T(me(days) (C) Ttme(days) (C) 1. Secure Ut<muwnum depth epa[ifW,eFiPlew, 2. Pmetraw him outertal dot he undo, a sad upper 1 0.34 6 0.12 Layer 2 0.23 7-9 0,11 3 Pere<rate trough hard reatteral to obkN to epee,fed 3 0.11 10-13 0 10 mwunum 1W ele'.Wn.or a 0.is IC20 0.09 @g d Pcnerate through a pmioosly petal anMNmrnt S 0.13 21 26 a III gill Normal minas Me an methods such as pret oro g. spudding. or jetfLA pd a. Blasting a drilling th,vugh 6-05.3(1)C EgLdpamt dr Dri.iog obstruction an od considered normal mmw. For ach drop hemmer used,the Contnnor shall um gh a w If the Ertl.,rryu es,the Correa.,shall overdmc the du E.g.,, presence r pruvuk the Eel., sot Poe beYond de mNunum leudl ,u,g apacny and cooro o aMfau of as we,ght The r uu leagla mLU M wampcd on rite shown m tc Pkns In to rsu. to C,-tnanr wnU Mt M Mmmer! Drop boomers aML rengh not leas bran mqu,W w 1 T11.Wousaw poutda for pile under So fee brag Nat 1. C,, other than portal minas or jetting a hive a load-Mann(upscov of on room then 20 uwu, preborna.W wbicve We add'abaal peteVation; had .y11 - Four d,outad Norris for pike 50 ten ad longer or but heve a lau4,arNg upcdy of 20 a 30 ens Bur 0, We. oI mtnovmg or npLacNl any p le If•drop Mmmer u Wed for=he,pde,11 w preferable w daoaged by overdnvmg,or us,a hen v lumina and op.sot•abort drop 3 beu the c.p. of overdnvmg the pd, more tan For rich dreac:. wain. or are4nven lummcr used, the 3 fen as v acrf d!an Season 6 .5 Contraear -hall Pm-,de the Enpnaa sot to aranufanurcr'v .. In dn,.t pd.b,fooling-wAh sob,the Comnctor atoll apaifrcman- and catalog The, aMll stow ail data -tended w use no medwd tareh as jethe,or pteboru,g)the,might educe meteor the bunny value of the price driven. fncuon apanly. The Engmar may requoe the Conte nor to Underwaea Mmmcn rosy M u-ad oNY with approval of the .cease sal thekam d a place mrpourbk to der, prier Eegma,. sdequat:1V Una bw Pries shall tout, all ram r:kW ,o Tunber pile vhall he dmeo-al,drop,diesel.warn,or au mcrtumg seal duArat for to,awn dmen ham men Pdu W-0 be driven wcum<ly m true Me end pwten Drop hLe men on Mb-I pile rMB Mve a muwum dro, UAea- the oWu show othewuc, -B prea shall le dove. of 10 tea.Deal hanmun mail oat Mused w dove twribe,pies vemcally The Coroner Dull son to top or ail(.tks w the that hw e'"�dearns capaaice of snort dun 30 wen true pert,shown m the Pknt and w the elevwmn the Engmar When tread a utal oils, diceN, wean, to wdrtven m,i.—.-my price nrdec tube!apa or pivaga attau he.rend lummaa-hail develop w Inn 13,000 fawpouMa per blow The to the c-au Pen,of We stmnurt-Mire d,nn and fu u cooly ram of any deal Mmmer mall we,gh a lout 2,700 Mo da The Contncu,r mail remove ad mpkc,soy broken. -Put, o! Star]wasp for caw-m-Plan matcrec Pd.-Mil be dr vas muP W ed"Its wan dtce,l.tram,or au loo.. Thee atoll develop w Into If,wham the Engm,er.-pproval,•pdr u driven tebw I Thu,em thouaaM foot poume per bba law deer ram m,oR<knba,.the Contractor mall mmeve and mpkee a(and of any dean(her r er vecrghurg a low 2.7W r urd.1 Mar to msu of doing so), even d Nu reyuues•loop,pdr (or price of 55 son Manny cepaeaice,W f An Pde but inn as r ,bv ptlen art dnvm. shall be Omen _ nasty four UauaM Too(-pwde per bba lard We �t bow pat if the Engueer rryuw ram of any dace,l hemmer aectshmg at least 4,000 pound-)fr:pd..of 70 son be.Ms capacaes. Page-SP.YI Rev,a.m Date. Apnl 2b, IM i ' 6-05 Piling 6-0S Pilini Stool H-pda and Md pipe p0a aMH br driven wild prk.pokal If tunber pd,ra am nflad, my mochmenu .MU h droalL noaro. or au hummer. Unln. the Pnn. or Spau1 wrlh.3 reef rf ha b.1.or hp. Any.urb,e e.Or hrak .h.0 Pnvuron.cow oNewue.da,eMu dnelop.1 lei,. be bm.hd wild tvdUree wtr of hat reo.ate oil ad ro,erd 1. Thinrsn Nnu..d foot-puuds per blow (ad the..m whb an nppmved .aofhng upMl..F+ tahar of any duael Mmmcr weighing t Ion 2,700 poioA) apprevs.The u,guocr may ryes any pile been.of a in or for Pik.of 55 con bnrint capcm or Inm,and break T.a+ty fou. Nouuh md rod-pound. pear blo d w la the n of .ny d.i bar. ovt'h.g n lean, 4.000 6.5.3(2)D Tmnowt of Pile Hm&, Pound.) for pole w M.nng cmm. . tmaw Nan Aflrr noting pion w.meat ckvtwn.the coomctor IMU 55 con. thoroughly coat the heads of.II untrawd pde w0 two coat of ee Klu.mg a droal Mmrnrr,the Corin,wr.Mu iry, ur ihe.crro.ol[oil(oxp.v,anravwaod pdwi i run w.ght w . po.1 oat prod. au,l.ewry antra if the After cuOint located pd. w oorren ekv.twn W w"id•am..bovc do not do w. Contra,.h.D b,u.h Nra coati of Aesemw,c rid on.11 I, P...,wart,poe(13. 16. ad 16 inclh,a . durnalar) head. (e.eepr Nor w be covered wM mono,, foom:Re man h driven weh..Ntlea,oa ram,.I, .,,du.,l ih.onor, corer,,eap.1 TM p k broad.mW then h eapp d wm aam.0 The rim aMD wagh at least MIf u much u the pile The nw kyer of .M,w-1 A!M e-errmvd rooh g uph.M and of rod pound.to rim weighi AMU not aaoeed.0 The Mmmc, w,crproo Mg fabric tW wnfomh.w SecYen 9-11.2 The op AMU develop at ht .Mu h nude of four kyen of a anted —111 i 1 Thuum th..d fond pound. per blow for 13 .ch uPIL kpftk and In. kyer of fae.k. The fabric than be c. pd..and large enough w cover the pik top ad fold dow a kart 6 whea Tw " four dwuund Ind-poundi per blow for 16 and along.0 oda of 11b:pd,, AM he fabric wva u hat do,vr Is plop. over Nc pile, u dga mhW h (Mere! ieaII Wgahnd .,U phks .MU br dnvrn wnh f.d kad dnven The S.N.nud aid or with three wen. of p1,.l cove. Tot Coo,racwr.h"not tine hmSmS or•oing., Ind.unlea.thy dga of the cover man be bona,trunntd u, be fi.d . po,nwn durtng d.v.S Lewd, mall h long On env tratd poc cncud . xocrne. th, cm..t 0 en+ugh to ekmrnha the road for my folln+ver+cam opt for tNhber marve uw ro.0 of 6 ,o.dc W.1 tAn.huvv.o.h r ... Pik,u.pai6ed in Salon 6-05.3(2)0) To trod bruumg or appro,d roofing upM►.oet, .I,h.n-eeaem.d.h.e.anke brehk.g the rurfatt of treated umb,r pea.to Contr.no,.hall uA. .pd..nd chock.a hwL u pou+bla In bcuJ.R.tread,or 6-05.3(4) Cu4L.-P4tt GnCtlt Piles k udatwn wit uoluwd pile.,led.aaH bo adapted for dnv.vg Th.,prka.MU..an of poet comp or.alb drtven.w bade,poet W troud,nmkr,ad u mpr.fied,and filled with c1u.e000P Fla[.,rich,.Mil not u.e wW,Iota ale.Nr Eng+nar wares They tall h dnvn . develop Utr bang W.. a,rove.1f do,ran urJ,d.number of yeti and u.;er volume .hewn a No r1mi td prauur,'Mu h enough w node Ibe nuwrui aa,t to the pile tl+c aq.,pnwia .h.0 uolda . mmurhum of two .,or:c, 6-05.3(4)D Plating Concrete phpn trod two 34 loth for mule Th pump.MII prod—. . B,wn pkc.g warns th Contnnor atoll rt,mvc an 000MmI pm.un of t roar 100 p.i.1 ach mule.Th.yr.,.hall dMn, ad war from Not cast If the ,.awr cannot h h wd..Jr.w Wwr the Pir rac,"M fwi pedtno,t,ad Nc nmo,d.Ih,u.g.h.0 i,rtmovd(or 61kd with Aurd)and a pie atoll ton be dnven w a final pndrmon and bca mg rot.h one dnven v.lua If the war Iota kronen.pie prv.unr dnven,n MU bi, Th: Convitm, .MII place mrme ro.tiommI rednven.pkce or pulled and repb,d by a new pile to chak through . 15 fart rigid ronduk, C", rim Pan rod on Pie kwmrn.g..the Comnnnr than aaempt to ro itI ,at lean rroAiag III,mu.round the reinror„aent wkbour.mint K. one.nery five pile The cop 1c fee or rorhY4.MII to pored+.kD the dp of the otro P T r. 0 urn conu.n price for dnv.g pile ah.H wvn rodd.k at kv<n 2 foe bob. the wp of tb, froth ooaM . aH wen rektdA w th ur of wwr feu, preborfnt. 11, TL, C..tr .MU ,ib Marl re, .1 Nr tW 5 fen d .adding The Sate will not pay any cow Nc C.."otor.can ,,Prone_ ;sat 61 1 .T,y1- as '.1 r y . dnv.g pile loorcnd u • nauh of u.g ,trier yea., d""ePi tweak., preta ring,or.puddi,I, I. I 'Am 6-05.3(2) Tuer fil nbing d„ - wd eh,�..-a'r.wrerra. ..eenhvs{.ua�l:,hr.rdra,��e,in.. -fro 0LsvrFr,e6 6-05.3(2)A Storage and Handling ,w.aba,,, da,pA-w T:r Cantnotor .toll port .d hu+dlc pun . wru tat got,- .1 drt,h.ab..e,.owe, - preav than Irv.injury Tm.td pd.,.MII b,.wkat<b.aly ad pod w p.warphnt The ground 6ma_h ad ..nud 6-05.3(6) Stud Piling .cord pot.aU h cinred of+odd..bnah,cad rubbish P11.g Steal pile eMu ho enter of mlkd pal H,phk.a: or.atM ahW h wverd ap'vut the wntar if the Entiaer requue rc plea,pil.,or of odor.tnrdural noel ,noo. dacnbod .W The Contncwr mall take.j..l pre w avoid breaking N, pin, .urf.a of 4A8l pdo; 'Ihcv.all h 66d and mound„eh rope 1 or,M.nap iwahout W tit of cant dap.peavey,.took..or Pogo-3P.S., Revhn.oe Daw. Apnl 26. I W 3 _J 6-11 Rorieria F p: --- k tbny,.,a rocks(900 W 1.200 pouudl)each I6' is NO least dlmeariou;four-man rocks f1,500 W 2.200 pn-ds)each 16' 6-05.316)E Delas,ruution of Baring Capaeium W•u least dimension. TLe rats ebaU next uniformly W rut Th,formulaa W 5wtiun"5.3(2)F shall dnlrmuse bearing fear each classifcstioo specific. 11,four�Os rock,shill eap.citiea of s0 Octal iF palm 0.1,be used for the find course of rock in"us"ter 6 few to Unlra-the plain wu say othcrt.12 inch pd.null be drtva height. W . bearig eafccuy of at lent 70 W'. TM Plan- -pta'dy bearing capacities for peal R'Pdt+of ratherrun 6-1'.3 Construction Rnluiranmt5 6^�7 Painting The eatk unloading at the file win be done W sucb a .tuff eey as to-evivru the rock by the act rsoges indicated W Ne pretending Parngnph. "7.3 Co ,,,,,Lion Requiranenls The wan Suh be tuned by ese-atickg t[reach,era leas tluo 6 iabm or asort Nan one foot in depth below abgnde, in earanik,o-wtlo',or oo k-t than 6 inches or omen than "7.;(1)B Kattice Conditions one foot . ditch below the ,sling ground teen in hu,t,Kati net he-ppbW w'hcn emlu rea nkmat Ontario. A oa+tkb the rockery 6 W br 1 The an and nail arc cookT than 40 F placed Ohall be trimmed and drtned W conform to the „� 2. Metal mr6cc- -- damp "T the nu u minty or theelentmo or slope indicated. The rock w-U co'uuetau Shall .urr-te n nulls, tuct's lest than 5 F.bole the dew sun as soon'possible,poi Nr vmpleior.of the cut or fill Point section 3. The kngmaer bahavea conditions art un-otabk. Rack selection sod pucemat shall be inch that there A The nw, 1.Iwt enough W raYst plc w W blu.a,-nd will 1,an open toid,,W the np'ed face of the wall ,,ey 6 leave r pro'6• .f, a I hes-cross W ao•direction. T'b'rack--hall be placed aad Seal p anal .V., a,. - .. d.. -TA. t"d together yeah u mmwnm .f toim. Putkular remain wdc, .over anal the s..w dew,.condnwna aaeatioo shd'be tires W the placing Oad kiting together,of prow op.exposure the rmal counr of.0 rsckeyi... Tht final course-hall lure u \ ,o.toaa'appearance aad br placed to miiesie wssrnn of 6-11 Rockeries the;backrdl omucial. Tit larger acts.hall be placed at the boa of the ro.keer W that Pt w.0 will be cable and sure a sunk appearance The rocks sluU M tactfully placed by 6.11.1 Description mntookal auipmal -ad in, a m-A ice such that the The work neat, in tbu,wtuo,r •ndkss of the tip, pw Wnd longitudinal rah if the rack Nall lot ro right ll ", or ipnyeodkuur W Nr rnc4eq face. llm Oak-N-U lure rU of marerub encountered.includes the atnsu,o and shap:aR ws.UnWg f-ces fbpWg Wthe heck of chi rocker] Farb met of N< tin or fill ahpes and furouhust -oil co'trutn.t of rncks will lot sealed as tightly sod c.aly as Pasibk on the ro.her.tack ratainin,,wOil .ben Show- on the pinta "r rock below i such t manner that there)rill he-o •)resat -'- watt•directed by the ta{Wen bet.ecs the Pao. Alter seat,{O course M eack. .0 'aid' tae.nn the rocks shall 1y chinked on the back.hh gnarn b-11.2 Male ails ruck W elimuste say void soffciect W pan A 2 .w'b -goare Rack walls sihOU be formed of larger pwces of quarried probe. hash,toilette or other Woma, Oak. lodiridoal t Ks or 6-11.3.1 Rockery Backfll rock shall be Wood sod resistant W wacheemig The W.0 beckw shall consist of 1-112 inch cum backs ito pieces neighing 50 W 150{nm,Oad tested for crushed tack or,earn!conforeu et sg to seta.-6-03-%31. Tis Wunder-, whh aodi ansulphate la Ance'd ace wh. Gas an malerirl will be p�,ed W an g 'each minimum N is. :•c t104,the too thcru,h a one-Oseb Ileee ORey 6 cyclessitu tat bwwsro the Alin wall -ad the cut or fill widens %he ,reed 35%by weilht bOckfdl mmeyial wit` be placed W lift, to rn narration TAt roe'k m w.l Shall ha as early nrtanguur ss p"iak W n to atT"-d the mnimum ..not of .,nail &Pate The baimrol 6 e Pala below Nt coupe of aW placed. befwwo Ne blutks. No.War Nall ha wild wb-' dons out The rill mat will 0 placed ana inch of of casks it" e" esteod through N<wall. Me rock matwul rbaU be hard, huc4N1 material oo the bearing surfrc of the rack eauru woad, durehie and frea from --they'd patio', --ins, will by remand before intuit the sat Guru. cracks-ad oher del.. 6-11._.2 Rain Pipe The rack de'hy shaU be a minimum of 160 pounds per A 6 inch dime-pief"r-ted pen pipe sbOU be placed as cubic fnat. TLe-cone of supply and represau(ire nmpk- s food.,drain behind the uAI—u-b ..is the U.d.rd of the co,wial sbaU lot -OP,,,d by the entirety, before pus,, and connected W the storm drainage ,seta when I deb,eyy to the site. The rock wan shau w con-tructed of one-moo rocks. Iss to 300 Pounds)arch 60' W its kas,dima"o; t—,min each,, (300 W 600 p,u.dtl each Iy. W ill knit dimcu,u.: Pace-SFJ'.� Rermon Uao. Apnl:1, Ill^ __J 6-12 PreG►q Conuefe Regaining Wall Systems 6-121irtcast Conuete Regaining Wall Systans 6-11>J Rejation Of Material 6-12.2 Materials The impactor who here the authority N reject any den-tive ma,erel and W su.peod any work Wet k being Concrete for the precast mnrregr who Pert shall meet improperly dome,subject to We foul decision of the engmrrr. all the requirements for Unereu Cleat 40M u slated in Au Merted material will be removed from the romuucumi Section 6.02.3. site ad env rejected work thou be repaired or replaced at Concrete for the usltio-place booting than meat all the m addhual cont to the Owner requirements for Cmer u Class 4000IS u sated in Section q 6-02A 1 411.4 Afeastuanenl 1 M...,.(of the rae6N rack well for Payment wJl 6-123 C'onstrvetion Requitvnm, be $ode from the fcv"grade•o the wp of the w611 and The pr.erut mncrete wall arms shall be fabricated to roundetl w the mearese square yard. accordance with We dian.w. am) dnada skuwm in the Piam,racepi u modified in the approved working dvowivgs. 4I1.5 Nymenl Ile paw[Omar a wall ttew map be fobrx,rw full height b g foot,le font,or 2f feral weltha. Payment will be made under the it,. 'rock relamint, The precast mxrne wall eveme$hall be eonwtsned with wall',per square yard. $mrting three key between adjacent aueb. I,,$hear key The on price per square yard shall be full mmpematbu shall have belekd mrnert and she[[ be 1 Ill each. in for the rakerv.^rork maiming wall L.place and shall u:cluo, Wickens. Tire width of the shear key shall be 1 V2 inches all work,materials,and equipment required to mmpkke the minimum and!1'2 inches mar®um. The then,key thou be installation. commwus and thou he of uniform width over the tetue beght of thr wall ttw. 6-12 'recast Concrete Retaining Wall Rolled on LLatmred finishes shall roe k au 1 'Tws, sum with$hall be rut to o vertical pwkiom ff the Plow au Ad for a form hoer ta,ure oe loth Aida of the Pea,wall. The precut wall panes thou be Heidi, held in piece during placemem and curing of the footing cvoernr. 412.1 Dremiplion To wore an even flnw of nmerew under afore egoist the ]be Covtranor may mstron Standard PA..Remforred bur of the wall. a form thou br placed arauel 1 a the wag Concrete Retaining Walla Type 42 1, and 4 using preeoo .teen,abet,,thr footing,to aumw a minimum 1 fan had w e mncww wall stets as specified hereto. develop in the..Me during cotereee pbcemeaG 1■s The wimrorrbg su d to sham be shifte char the erection 6-12.111I) SultmitlaL bk,ekoun b th,wall$tem by 1 V2 inch.minmum. More pextediy with maneuetUm of the r.ini.g All pima join, thali he nsmtructN with pint fuller r walk mist precool concrete wall tteens,the Contractor shall iastatkd on th,rear(b kfdll$lde of the wall. Th,ptot Nler submit 'be following to .hie Engineer for approval to shod ho enraged pro,to bakfslling the wall, Tire joint fuser acmr(lmee with seetuv 6-02 Jf16): material shall egad from 2 feet below the total ground level 1. W'orking drawings for fabrication of the all sums, in front of the well to the top of the wal lire joint filer thou showing dimensions,reinforcing uM,jobs and pint be a s000rgen r rk ibk otatera, end shell be istWed an fetter details.Ming deek.wkl.the manufactnr,r•a crow a wu✓rpeoof sal at panel join,. reaommended ufe working capacity, and material lire oil bearing peraurc henath the fabework eupMm spnffeatiom. for the.0 at.tbell ace exceed the maximum dagn ma 2. Fabesmrk plane for We wnYiov of the wall auras Pressure shown in the Plant for the morning wvu. sbowbg dimwbm, uppon poin,• option footing The wall nem thing be placed a asieiesum of 1 me. sou sic.,erection bloekou,,member mina,mamllont, the fadleg to pmdd.a shear keg, lire base of the Atem thou end material apecifeatias. be sloped 12 inch per fan an fwjlk w proper roncM, Cakulaw for the prarst wall, the mnewgoo ptremenf between the p ail wall end the cut-m.place footing, ad env modifcatfom to the ran.m-pJ. 412.30) Tolts2ocea faniog. Cakubtlom $ball be prepared by a The mstructbm mkcaa.for the p t reabbg wall Prof—$-mil civil rogberc bcwed m the Sate or eirm$shall be: Wath:ngtom. Height: +l-V4 each Width +1-114 nab Tbkkuy + 114 inch -11 inch Coec. mew for oten .118 inch rrairor,cnl bar +3rg each PaAe-SP B4 It"imPn Dow:April 26. l"I G 7-01 I)rBins 7.01 un: 1. Rrfurnad t!I)morl Rmrid<(W(� 1 '� Width of W od jowU +,-1 rd loch U,deNnm Pipe.Luce eiam.ar¢wrmamv-05.2(al <� fRTsa of perish -+�'11a i°rh RAcnW CormpW P J,aaylaar(PE, Ide,lalno fwm a um<bn,n Pipe,a,me<amea,m.um,mv-05.2(T 1 sa•gbt lice euaodwg Rr1waW Coot/aW IlJlnAylan(PE) p S feu oo each rid,of U'ndsm.P".12 ire a6,ot*24,Kb rFG gorl joiaU aumrur wvmm� 9U5.2(1) 6612.d SdedtStpanenl Dnm pip. wy be mncrae, rJrw w•wd Igslvaruscd, Mphak Treatment lot •lummum watm, (alurruruxMl Meuurement or We matalay inrohd to wnstrt'U4 wrtugsld hou or reel with Asphalt Trotsmt I.m,r'vptm the preen, lopett,e relaioiat wall stems and sa,t-io-Place uummum alloy. polyvinyl chloride (PVC), or wrrutatd (aotioL will be la a,enrdanee ,kb Seam. 6-02.a for the poIyeNylmc(PE)at ale oawn of the Corvnpor unlnr thy Plans appm'abie rd•td bid eemt of wort ls,oled W mestrusf-9 specify the type w be urd. u< Suoda,d Plan Reisfort,d Goner,et Retaioiog WaW Type Undcdr•W pipe. other than AASHTO Design o M 1,2,3,sod a. 36 Type III Class IV,sMU be psrfurwd Tlwy nay be ooneree. "f onummvod fiber, vnc cwvd i .Iymai td) or al—,Ws anlsd 6.12.5 Payincnl lalumi,aired) wrt,galed wn or noel Or w.9.1ed aluminum �- All mots aswi•:,d whh tmmtr,ctieL the reuinioe walk sllny.polyvinyl chloride(PVC),or wm haled polye hylrm(PEI tuurt It,.,masrae reuiowg wall strmt shsh be iocl.dd at We option of the Contractor unless tlrc Plans specify the type In the ask wnaa<t pica for We appLicabl,reUW bad item, to br urd at wore required for sousenctbo of Stsodard Plan It Or necessary,tit al!dram or,mdedrat,prove on any r 'dort J'noc, ,. Pe.in4,:Nd4 Type 1.1.3,snd A. one protest be of the asme kid of rest n 1. however, 111 �, wntiguom pipe aMl!6c of the esme lord. . 7.01.3 Constn"on Requimmenks Division 7 A trntch rf for d.wris daown a• ter Plans or as Drainage Structures, Storm Sewers, p fisid by the Eng.,shall be c•eava d a ale P•dr ad lw given by We E..grocer Drain pipe shall be laid ut eOsa,,ably Sanitaky Sewers, Water Mains, and close cunformny with the brie shad Yam a shown W thc PWu COndUsv.- TTr drain pipe aball he laid with wucnigl' jatms uNsss ntlIr.r.P.Ifid PVC dram pipe shall be loomed with a bill aW spigot joint using a Bcxiblr claslownc oral as dacribcd N Section 9-0a.8. 1 7-01 Drains The Eau.hall be mad upstream PE or ABS drain p pe abaa a jomW wth rNpon.Krcwon,or wnp.00Ii wuphng bands as recarramendcd by the wnufactumt of We tubng. 7.01.2 Materials When ,mAcd. pipe c being hrwlcd as a ntesns of uwreaptu,g ground or rurfscc wrier. thr meach 0111 he ,Aawrvl, thW roes th, rotuvemcnu of t r lullov.ini 6ne.grsdd W the exWirat wit 3 imhes below act grsds of'for mcuons paps a shown to sac PWu. Gravel baAU aura oc uad um5er rrsrei Ba<k611 for Dn,u 9N.12(O the pipe Gravel bacUll slue be placed to the depth shown N tc Collraw""sin"Pt 9-0S.IIO Plans of as duecm,by We Engincec AB hackfill ahall be plad c LK Castes(G,drssasd)or Num„wm in12.1, nuxuoum layen ad bs taorVYgtty wmpded ,ekh Cued(Alu„atiaadl Cwn/aW ee„ 1,0, pap of • vibratory wmPartor fnr each layer Tho w awllyrsio Pipe 9M1(2) Cw v/aW N,hmiaum AWy Giro Ppe 9-0S AM Comrsctor stuB uK cart to plu:at the gravel bKkfW mupW to Polyvinyl,tlossds(PVC)Dram RPe, p,evrnt its wnamwtx,n. t'each dlsmw,maum,m 9M.1(5) When it is necesrary to uuercep vnsr BO„inL u,derneslh C'wnt•W Pdyuhylsas(PEr Wr rodwy surt",L thr rubgrade dram sN)"c wMroOlOJ m Grin i,,g:ue dia®nr awv.wm 905.1(6) acWMsnw wlh the SWdard Plan. C—taad Iblyrdhylsu(PE) Correa dram pipe dull be mid with Ws bdl or latter soot p n Pipe.12 o,h W,wth 24 each apt., t. :ter owumum 9-03.1(71 All perforald pipe+lull be laid with We prforsUona down. e Krf—C..UOdemnu Pt, 945.2(2) Upon fwl awepanea of We A.W drain papa hall he.,on. Ndonud B,mmrvrn,Feel Umerdn,v clean.and free draybr g. a P,Pe "101 PVC underdnua pipe dull bs JOMW wing Oahe' the 2,K Cpad(G,lvanaad)or Num,wm C-W ,Nuv,i,wsC)Coot/aW IaP w Swl Bcxibc elutomens w:u dperibd W Sccwn 9JYt 8 or Klvent Umemnm P. 9-051(4) moment as deunbed m SKoon 9-04.9, al We option of the ,dw.,sd CearYW a Aw„unum Nluy COnlra R for unless Jlherwi ap.,fod in t,Plana Tye bell.lull UMemnlr P,D< v-0515) he lad apsueam PE or ABS drawls tubing uderdraio paper Page-Sp-'M Rev,saon Date- April 26, 1"3 kfv 742 Culverts 7-02 CWyertx ,hall be p.td wrh,upon ae,r,or wraparound wopling if th,Conner eleet,to .Nemec maullavon.plan, bawfe,a rownnmerdd by no,manufacturer of the wb.g for the the.than be aubmmeod to the Pngu.cn for appmval prnor to powurmg or wr atummll the ahumou, 7-0l.d Mmmenerrl When acheduk A,B,C.or D wlvM ppe.apfect ad toe th Plana.the Cone,,tor may pmvalr aheroatn m usord.with _ The length of drain or inn leol !PiPr wrath he the number of the regmremenu of the achduk,horn m the Sumlard Plan If Intent kit,of .Mkw kautbeon marvred along thr tvm a.open aekded squire Dagn C trench cor.e,s,ion wnik pipe placed m.",mu of the length daigoatd by the Engrteer atmber a.xepubl: alternate doe nor. the Deugn C wench rill ant be..red or NO fur owou,, .,,bull be u.WaW to the euNm PT, E.Vation of me tra.h will be mMuured a Mructure R�ct matslkd u,aler sale mad wnnwtiont.rmem Jc daph auva4m Ctu, B or au,eturc amattoo CW, B xWdmg of wvcr a lost than 2 fact, than not be of the bell and apgol baul by the cubic ya,d u epeeified k section 2-09. type. Gravel beckfh for dour.colt be meuurw by the volume Colven p,,e ever 30 inch, u (wmeaer teal cuhm Pr,e pbond w ,m thr wade limo.of atructuoe exuyauon Cbu B anh of W t.ta ,tun ne of the treatment, clue, material, and When the contract doe ou Ioclud,",tructurc aaea;im aloe epoeifmd m 11. Plana or of the scvepuble alternate Chu B'a•5uvtture aoaatke Chun B including bawl"a treatment' a n tme .cute, ue mataul,nub, a may he m the dntg,Wed • pay item an cab woriate0 with thee, kem, than be plan.ise.luded io fiber ctmtract col hem'. Beveled and a mn, .hal me ma¢rW l be of the ac a e. 5, culvert pip,m uT.h they ate aeachd 7-02 Culverts Where plain or reinforced conerete,ateel,or aluminum are referred to o Section 7-02 a ,hall be uadee,tood tall refncoce a also made to PVC. 7-02.2 Materials Materula shall mete the rernw. of the kBowm 7-02.3(1)C Plating,PVC Pile re9u g 1.the teem b,prepared a tpwirod in w^ 02.3fl) astwnc PS'C pipe than be bid beginning at the kwa+ .nth the Flee Cwcra."'h.n sale 9�5.1(p ae.fwc,d Como.Culvert Pape YU5.3(2) lock end ., -ad, Pro left: be and as m, bedding W—lad C..Flu S .w MS 3(3) material teed atad from 6-a•below the berme of the pipe to Sual tldvm pye and p4U Mah 6•ahoae the mp of the pip,. Wba it i,WHaan to coverer Mahan T,adm1 945A no a rthetu-, will, a studded joint a robber gukneel S.el N,Mabk Ppa ad PP,Amh concrete adapor<wbr wnl be ud a the point of Mpana Traaae 1 9-05-4(a) comeetko. Suet P.d S.coe Aaphah Teateea 1 945_4(9) 7-02.5 Payment AN."'Men Pips 9-05.5 Ahaue—Ent! 9-05.5(6) payment uW be made for oaeh of the folkwmg bad item, PVC npe •i2 cot are mrinded m the pmpoal. 1. `sebdule_Culy.Prpe_In.Dom.'.per War wl, eel or alummum arc ,frrod m m thi,section N fwt regard to a kmd of".hart pipe, Pip inch. or ad anctmm, it 2 -phon Cone.Culy.Pipe_to Dom.',per nrear than be m lerarool that Meal o unc ward real, Aapbak fuut Treatment 1 IyaNawd) or aluminum wend (iluminbad) y, -Cl. Reef.Cone.CuN.Pipe_In.Dano.'. wrtugMed con a meel,WW aluminum k corm9aled aluminum pit linter tent aWy to apaiftd m Section,9-054 anal 9-05.5. a. -phun St.Culy.Pipe_b.Th._In.Dom.', The Contractor bin the option of conawcting euheda of per bnur fw,. plan,or minforsd wnerme.Mat,or alummum uahu U.Inman 5. -Tr _St Culy.Pipe_to Th _In. apectficd ad as,hoven an the Pub. It u cot autary that W Dun,•,per War foil cuhm We on any on:fait nl be of dM ame land of ma.r.l. 6 -I'lam St Col. Ppe A h_to Th ___In bow,e,an cram ltuoua prp ahW be of der ame kraal Span,per War feu. Unka,maerwue shorn in the plant or tpwifird.the cub, 7 -Tr _St CUN Pip:Amh_to Th._In of.name pp or the thxAwa,.of Meet or aluminum pipe a Span'. ,to ar fod ppe arch alum be he acme for the mane length of any culvert a •Palm Natabk St.pipe__In Th._In.Dion.'. aral,IWI be that mquimd for U.ma.height of wvcr par War Ice, Alternate Ppa aawbtmm he. to the Plana may be •Tr._Natable St Pipe_In.Th._In. wmeuctcl povdd there u on star m the coat to the star. D.'.per Went fool. Meaureroee for pnyow,e of the but ape aaceuted whb 10, •Plain heatable St pipe Arch_In.Th.__In. the d,uvage mstanatwn erll be bred m U. d.meter of the Span",per hnea IwA cuhm pip dacribad by the but room o the pmpoal I1. •Tr._Namable St Peg.Arch_b.7% _ to Span-,per Imes,foot p.g,-Sp-w Re..me Dam. April 26. 1"3 r F Y 3 r I 7-03 SttTrctwal Rate Pipe,Pipe Arch.Arch,and Undetpass 7-83 Strvck al Plate Pipe,Pipe Arch,Arch,and Undupw 12 'Plain Al.CuN Pipe'_1.. Th _In Dam'. L' -Safey Ban for Culver Pipe Tyye ,Per but Per linear foe. foot. 13. 'Pia.At.Cub, Pipe Amb_In Th. In The and contra price per lunar foot for'Safety Ban for I Span',per liner tour. Culver Pipe Type ahW be full Pay for W rocl w,labor, ^+ The Mort contnn price per War four for tuber pipe or took. mumiah, and equipment neceaury w kbnotoc. frmah, pipe arch of the and and aia apmffod shill be full pay for and uUUll the rafaty ban.•flit wurk and mueriab to mrutmct furnishing, hauling and asaembling n plea to compkvd the hadenW will he pad for"Pamw'y. utwlk:bo, ineluding hevelyd end r tom when requied. and 13. "Taproot Fed Ssdoe with Tn a _SAW all Inner wort uwidatW to nnc coavuction aid foul Cleaning of Ban_Is.Da..",per nth, Me culvert.Furnishing of wleoud malerial from the madway or The nob natM, prier per each for `rspe"d Eod pmcravd hemrw a as will be pad u tw spplwbk unit Serino with Type_Safety Ban__la Dam."aWll contria pima be fuB pay for ad Labor, wok, asterisk, sad equipmnt Id. 'Relaying(type of Pipe"Sve)',pm linear foot neetssary w rabrlate,furokb,and matat the out reemilia The unit contract prig per curtw yard for 'Suuetum E. ation CWs B' or 'Sw rr Eacavauoo Claaa B 1-1 7-03 Structur I'late pipe, Pipe Arch, a Haul'and per War foot for'ReLaYUg(type If pipe Sod MW shill be full pay for euavatng th!wench. removing the pipe, Arch, ana Underpass trwperring it to no new foowion. cleaning, and rekymg the pip` 7-03.2 htatmaks where eaten pips rrc w h mnoved but art not m be rtkid,all coau to con e,nno with the mnnval tall be mcludcd Matemla rhall mat the nmum,menu If the folnwmg in ilic P.nit contact price per cubes yard for 'Simaum wnwna. Eaeavauon Clio. B' I, 'St.au. Eaavation CWs B Intl C..Ckw ygtq 6Q! Haor Comgaod Sort AsgbYt Trarmmr 1 9-05*11' 15. 'Flared End Sinn_In.Dom'.per each. Clmgwd AWminum 9-05.6(8) 16. 'Fkrtd End Section _In.Span',per ach. Reinfor:uy Scut 947 The unit contract prize per each for lkrW end recoons for the a=caber fumahed and uuUBed.hill he fuB pay for all Ahemaw uw-wuwm Shown o to pmpoW rev be -- cow to wmplew the work inclading we plate and calenaiona conatructrd provided them,o no uw.o the mW met of the when rpwifud u wlkwn or detriment to the SUM. 17. 'Deign C Trerwh Conatm.Wn',per cubic yard Mwurcment for payment of the bid Yems sssocLated with The unit aniram price per cubic yard for'Don,C Trench the dnwge nwlliamn roll be based on the ante of the Conatriicvon' s:ull he full pay for conawming the aaoon. msulktnn described by to bid tum in the propoaal. including ezavunn and dapoaal of eaavatod nuterula. If the Contnmor eluw w Mac w aberate inwlktion,pluu fumuhmg and placing of the required buy or anw.and pkcthg for the ahemaU shall be submrnW m the Engueer for rpomvt W moromoutg nominal No payment for Design C kern poor to proeuring or cmiawcung the Outman Imaim, o shag be made when the Design C tmnch i. inau ictnn is requlm'u a mank of the Comnmoh oPtmn m 7-03.3 Comiti tction Requirements selmium of whWuk py<. _ .J 19. Coa.Claim,3000 ,per cubic yam. '1 The unit conram prim per cub. yard for 'Conn. Co.. 7-03Sun" orepipn,pipe amino -� 3000' shaL' be full pay for all work required lea plug easWg Strrrrural bi, pipe..Pipe smhea, maoro p a,end Esser PiGea fur arches atoll he placed on wbk(ourdaioa prtpartd w to 19 'Structure Emvuwn CWa fl',per cubw yard. widths, depth, and grade given by the Enjp m. SIR .pots 20. 'Structurt Eacavatmn Ca"B lal.Haul',per cubic mwountered to the bur shall be rxuvatod w rte a depth diad by yard the Engineer and be backfdkd forth gravel or other suuable The unit oontnm pr.e per cuL. yard for 'Stucure mawRo and thoroughly compacted. ESnvaoon CWa B' or 'Structure Eaawtioo Ckw B mcl Rock, r either kdg< or boulder are, mat bud pan, or Haul-. w aPai6cd in Seeuor.2-09, 'M' be full pay far the e.,. d travel graoct,de and n the base inotilt, abWl be - navauon If w bid 'arm for Structure Eaneation CWs A caea Hied heWw grade and Wckfiiled coat auashk nutnul w or Swrcture E.,atioa Ckw B k wcluded n the schedule of t5cm will h a mmunum t irwh cushion wider the pipes. pip, a. prkn thea the work win be majidered uscednUi and'r,cost arches,Ir shoran,king or should be included io the eat of the i Aal oho If or aver eaeantioo requred s1uB mM the pipe. a q dremnv n(Strtiou 2-09J. 21. 'Shoring or Earn Eauvwen Ckw B',per lump niuysasw(eee The unit wmnct pria>ePet lump sumagaeraAeet for 7-0.5 Payment 'Shoring Ir E.U.Eaavauon Cl ..B'shall be full ryy for the Payment will he Lade for each of the F a using bid Wes nark to apwi6W La aeenon 209 5. that arc mclWed to the propowl. Page-SP-87 Revuuoo Dow April 26. 1993 I J r i b I )� 7-04 Stoem Sewers 7-C4 Slam Sewers , 1. "St Str Plate Pic Gage_In Durn per oU labor. mob, ma[erlah, and equlpmanl aneaear7 to linear foot with Asphalt Treatment 1. hbrinte,(insist,and nsuU the end asaton. 'St Set Plue Pipe Arch_ Gage_M _In I Spui,per Dour foot with Asphalt Treatment 1 7_04 Storm Sewers 3 'St Str.Plate Arch Gage_Ft _ In f I Span',per Incor foot wish Asphalt Trptment 1. f' 6. "Dea gin__St Under as._Gage_B 7-04.2 hiatuiaks j In.Span',Per load,foot 5. Al.Str.Plate Pipe I. Ms _to Dwn.',per Mau,uu WU in. Ne ngwrernanu of the olbwng _. It.foot n 6. -Al.Str.Rtea Ppe.Amh_In.Th. PL_ ' Min Conc.Senn S.ree Pipe 9-0s 70) In.Span",per in cair foot. veiofucad Curare.Seim S.w.e Pile 9-05 7Q) ]. 'Al.Str.Rau Arch_ In.Th._R.Spar• per Intel Spiral Rib sum Se—Ape 9a 9 haver foot s..l Seim San..Ape 9-05 10 In 'foraW AI.Unde ._In.Th. R. Numiwm Stone Serer Rt. 9-03.11 __ rpos Morrueum 3pu.l RSA Sum S.ra.Pie 9{w 17 In.Span',per home fit,, PVC S.wv RR 945.12 TM urn contract pence per Wm� foot fur structural plate Cengmd W des,Poll,u6yle' `. pipe Pfr arch•arch,ad u Aerpu. If the design type,g.gc or Ppe ICPEPI 91",U(11 thseknes., and size specified .hall' a full pay for fuauhmg. Where stal 0.aluminum art refereed m in this Somin, m hauling.and assembling in place the completed structure regain to.kind of Men,sewer pipe,a shall be inden cod that 9. -Co..Class_',per cubic yard peel is sine actual(galvanized), Asphalt Traaemeo, I Coaled The pm comeaet price Ter cubic Yard or "Cone. Chas 'aiianatinsio-onsood-6Wtumd) ..is" .,on o. steel .not 'shall M paw as specified in SeVfon 6-02 uumnum la wnugamd uumnum a" n specified m Sections 10. 'St.Renf.Bar',per Pound 9,fti 4 and 9-05.5. TM unit Wntnct price per pound for'St Renf Bar'shall When hare aluminum or atumu d peel pip, e0m,a m M paid as spa,fad n Seaton 6-02. Coated wah concrete. the Itlpe shall 6e treated In accordance - •. . 11. 'Strtulurt Exuvuon Chas B per cubic yard win Satton 7-W.3(1)B2. 12. 'Stricture F.,ioace.Clap B 1.1 Haul',per cubic Alternate pipe nualWicim shown in tM Plans may be -.,d constructed provided Vert is on,uilnase in the trxrd con of the The unit contract price per cubic yard for 'Structure nsnllstun or detriment to the State. ylt Exnvauon Chas B' or 'Structure Exue.Wn Clan B Incl Meouremen,for payment of the bid aann.satocutut w7th a■ I Haul' .hall 6e paid as sp.,W in Some.2-09. If no bid item the atoms sews,mstallau n,All be hand on the dumcter of Use for S,r ,,, Eaunton Ciao A or Structure FxeanUon .item.ewer pipe dasrnbed by Use bid stem in tM pW..Clot B h included in the srl duk of prices than the work If thc Co.uarior ckcu to use an ahenut,installauon,plans will be considered inedeoul and it,not shoud be included for the alternate shall be s9bmmed to the Engmcee for approval n the cost of the pipe poor to promemg or constructing U.alternate 13 'Gavel BarkrrU far Foustdatnon Clan_.per cubic yard. 744.3 Comtmction Requiremmu TM unit contract price per cubic yad for'Gravel Baekfill For Foundattum Chas_ .lull be pad as .p..fied In Section 2-09 7.04.3(1)B Pipe Bedding i 14 -Shoeing or Eton E.,nicco Cl..B',pee ages,, Suitable eauvauon.hall be nude to roan,thc bell of the — tame Lump Sum pipe, and the)aml tAU ool hear neon the foudation rtuunul. TTc um, cnno. nee per gran. seats lamp anm far AU.d ntm)n.tt to luk aria grade.hall be made by scraping.way 'Sherng or Etna Exuvs rat.Chas B'shall be,full pay for the or filling in wxh auublc bedding numrnal under the body of Use wort as spcifd n Station 249.5 pipe cod rot by blocking or w Igu% Bedding nuteeW shall be 15. 'Sak y Bus or Culver Pipe Type_',pit,con, gravel bsc,M foe pip.bedding and .fall be constnmtod m Use font durtantunu shown en the Slandard Ran The una contract price per Unur foot for-Safety Ban for Pipe bedding for PVC sewer pipe shall consist of pas Culvert Pipe Typc_'dull be full pay for all ntckmt,WW,. grand. If.hall be placed to a depth of 6'oar and 6'under Mis. mr<eWs, ad equepaunt ne+uaary te khncau, furnish. the eatesor%alb of the pipe. sot instill the Way Min The tort and materials to comtruct the headwella will be paid for step rote, 744.3(2) Laying Storm Sews!.,pit 16. 'Tapered Fad Saline with barely Ban_In. Diem.^,per each. 744.3(2)A Storey Lim and Grade 17. 'Tapered Fad Seaton with Safety Ban In. Survev ure and grade will be ptovnd by the Engineer or Span",per both. emuabor n .mutner comutm,with a mpicd pram. and Ile veil coe4aat price pe, each for 'Tapered End these specifications, Stinson with Soft"Ban lo.Diem." ad'Tapered Lod The Contactor.hall tranun trine and grad- Mtn the ditch Section with Safny Ban__ In.Span".hall be fuL'pay for where thry.hall be earriW by min.of.War Main or.um PagePdg Revision Date April 26, IM L _ r 104 Stain sewas 7414 Stain sewers grsdc bite..pponod on fnm1Y net battler bard. to kuervab of The cone,to cano esei.l CW.3"for plows exia ns not rmm than 3C feet Not lets than throe:aver beratdat stall be norm sewer pope,vi0 be muaured by the^.able varda requucd in sac.t OM torte.Grade.ha0 be,mnetaaly.heeled and to the u rMerf od on gtxdion 702.4. event of.devateon,the work ahaL be Wmedatcl' —ppd.ds Thc lagth of testing storm sewer pipe to confom atice wkh Fnarnacr ntified, ad the cause remedoed before proroMing Secuon 7-04.344l Will be the number of liner fort of romplrtod vkb um work. My other procedure shad have Ile vincen inmll"n a au WY lead. approval of the Engineer Exuvareon of the poem sewer,vet.h will be measured u aructur, excavation C'laa B or •rv.t�rc exuva000 Clu. B 7-00.3(2)C Slam Sews Lim COnnOctsnre u.ludmg haul,brYle-eale-vYdys mecifiod in Saaon 24 N Shan sever tine mttodtioY m von", main.. I.tenk, or these Bss are ivrdtded is the Corr t aide norm seven, hLH be kR uMovered ruutl aRe,the Engmeee Shoring or..:n eacavatinn wilt to trtcaruced as.peetttdt in he, uupeo d ad approved Idle work ARcr appro.l of Ile Sonion 2-09 a. a. I orvre wn,the umeh shag be baeklilled Y Specified AB rovrectioot.ball be dove utihsing pro-mavufarturcl 747.5 Payment to muoecmn or pipe .return apprered b. the Engineer. Ptymesit will be made for acR of the fuluwing bed actor A., other, metbd a to Wish proposed for we in making that.mkww or ft peopoul. ronnmtiDm shall be suhleC m approval by the Engwem. 1. 'PWu Come.Sturm Sewn Pope_N.Diem.'.Per 7-04.3(3) Backfilling SWrm Sewer Treeiches linear fine — Swrm sewer tren.L. $hall tM borkGJed .s soon vhr:the ' 'Gala Remf Cnnr Smrni Sewer Pipe__M �1 pipe 4png Y pouiblc Thc Conmcbr aRad not have mop that, Dum per Wear foot. y0�1 2w feet of wench open m which the sever ha.ba I.n complete t 3 'Tr. ' Storm Sewer Pope_In.TI, — In except by peemu.wn of Nat Engineer. Backfrthng of ucnchu a Dam.',per War foot. the vicinity of arch basin., nuNaW, or other appuetetuMY .4 'Tr _.Al Sturm Sewer Pipe_In.Th _In e� will not be Mentioned until the cement to the rru sorry ba,be once Dum',per War fort. thoroughly hardened 7T-ion contract price per linear foot for"not.ewer Pipe Thc apace between tor pipe am the lroaom and sides of Nat of thr kind and.toe spaifid shall be full MY for.B work u' ii trench WB be filbd to 6mch wotc Wycn and inch Wycr ccintplet'' the a.ulWmn, toclidiog adju.lmdit of uvds u, i ..P.,"to 95 proem rot ..density. Thc U.&sbtU be m.nhoks W itev m bid item 'gra,el backfdl for Pipe W nrougM uP evenly on Melt ad. to Nat kvel of the top of the bidding'W ialuded io the Schedule of Price,pipe beddlnit. pipe.The prpe sh.11 Nee be covered W at Ian I foot above d, ar.h..io the standard pWY,.ball be considered incidrom! }j top.and the material aolWlY ramped wN APPtoprv¢took in• m the pipe and oo additional pavmmt sWB be rude 1Pff1 manna to vow iejuMg or disturbing the mmpletd acvsr. S The atom used f— backfdLng arood ad to . prior �1e11.r C. 1 fop above the top of the pope.hall be clean aM or Ynd.free se"-Py n=-ana�iasiuU b from el. ,gravel,or Moto vbich will MI pin.rbrough.I inch le.ker +a-eegay.d-..-3a r.v 0' Testug of storm .swat. sew, c.if raQukn' , the Engineer,shall b,rnuAfted In the amaining portwn of the b.ckfiB.Nat backfdl nooernlit incidental to Swot ivclud.v u the soh covtram pikes for athr+ 4 .hall be paled to aaordanee with Section 2-09 3111E ems W.Ikug on the pipe shall nor be.11owed until a lust 1 fop 6 'Swerum E.nvat.o,t CW.B',per cube Y-M {, of An by been pWu4 upon it 'Srrriceure E.a.v.twn Cal..B IMI H.ul-.per cuhk FV('Rpe shall be bedded and backfdkd with pa gra r! yard in rrordaoee with 7-04.3(1)B prior a haArLLlwg the The unm mntrsn prate per cubic yard for 'Structure remaiodn-of the trench. E....Wn CW, B' car 'Swcturc E.cavakon Clan. B Ind M.iii-nmeot of b.ok roo gavel for treocb backfdl will H.ul',a.patfid to Sdrton 2 4Y9,.hall br lull MY for ad work be by far Intl, in armrdame whb satwit 1-09.1,Or by the neeet"' for the mmtrucuon of Ne Storm.ewer!rehab If an cakul.iwo of avt Wes bared no reacimuut trench wi b dth per for Structure Euarstioo CWt A K Stroeture aestioo 2-09.4 airy,•eoo.n suv frMor,of 1.5 toY per cuhk Esorata'v Class B a iorluded in the.ebeduk.f prices tbeu w lard,rrbkbeser it Ins. the work will be couid red iacedesW should cost shw be included in the set of the pipe. ID1 7-06.d Meacurariml g 'Co.., CW.31100'.per robes Yard Thc unit mmnct prate per cub. yard for 'Cone CWs,, The length of stone.ewer pipe vJl be the numb:+of blur 3000' shall ha full pay for all wort required w plug cxWmp fed of oompimed truulWtiun meirsurol'long the invert.d vdl 'arm sever Pip. ucl•,de the length through elbow.,teec and fiwnv The oumhrr 9. 'SLoMg or Extra Eacavuwn C W.B',per lump of War fin w,ll ha messurcd from the more, of manhole to sumageave i ante, of m.nbok or in that made face of catch basin, W The unit contract P. per hoop moo.gr.e-{get for smil.r tope structurca o' 'Shoring or Extra Wn Exuva CW.B'.lull be full My for that at wo,k Y.perified to Senior 2-09 5 Page-SP-S9 Revision Date. April 26, 1993 rm" - _J _ _ 745 MWatlm,Inlets.and Cauh Braun '-05 hl.'tMdm,Inlets,and Catch Baum Counts—,shall rW all War-M oWn Ptpm AR oo urearbom 7-05 Manholes, Inlets, and Catch Im, annul be -utteasholly bedded shoo hr ,.toyed and n w 7 Wm1Y:som made I Basins Ra"filling of mku. ounholes, sold tams baaw shall be &.0 an acourvi ee with she pNaYpN of$RWn 2-09. Manholes,s ld inks,hall hr constructed on a mmp-aod or 7-0SJ Cormtraction Rtgtaranma urtdulorbel kvrl froodsuon A gro,a ped shall be placod m -- The nO,va wn for W nawi .kU. and awh hums alum full barmg for precast unto if deemed nxeaun by the shall be-uff tee to leave I fool in the.1m,behaaen Usti ou tr Engtnner Upon fitW aeog6anee of the wolt, all etch ..claw and the OaM bank manholea alga, sold other d.,,e strlrmnra still be opt. The rover or gntmg of---J k or catch bolo.hall not rl n.and fore dn..g be grouted m f1rW grade until the foul eluvatwo of the pavement, All naabolm .ball bale armtrie awe, sad shell bare goser, dkch. or-Wevala . which n is to be pl.ced has been insider,. established, and until permt.wn tba.g,r u grvm by the Any -boring or earn escay.ban rts.ved .half tom thin Engineer to grout the cover or gratng in pl.r. Coven shall is ^V.into.of Smion:-09]. soli properly to .1hll hair in taking The C . 7-05.3(1) Adjusting Manbolm and Cateb Basim lU nntnaor sti the option o! conoruttng muthoka of precast mantle or cast-rn-pkre mm,eu Grade .� 7hs channeu o ttutth.l. shall ennfoart -trulawly to the When show^ in hat Pan. or when duased by tht arwr grade Engutar,the twu,nx usnhok.or catch bow shall be ad,u,W Ladder rungs shall he ground in the pension toanee slags on the grade u caked er oNcrvnae desigruted by the Fiu&uwer Rung.shall ha unn�nnly sN"4.1 12 achm and be vertically The eautm&wt iron rung aM rover on manhok.sold the wgred eamh huim tram, aM ante shall fin, be nmoved aM In the silo,any pipe Coln the wnhok through the P.m thoroughly .lord for mmutalsng at the tww L atwn From rorwrac unit. tic Contractor shall At dw nowwry to, that point,the euatog au a um shall he nuid or lovered m the through the m.nhok vsll so ,n;mah.71.oral aMU be cut rey.ued ele,.wn Rush wnh the laa t: Ne tortoise sold shall be<., m such msowr that n wdl tot poses the«mioraentmt m the manhole ' wU The end.of all pipn-hall be unload NO with the vutde 10 Yso.ra AUM ?&*bole,smash boat. and wUs atrucwrea a a—an be surfat,d wily missed rerk or grale Rubber µate or lkoblc pWot gaskets on" be u.M m -half be contvaed to - Pwtit sPProaimately light iotbn b tongue aM groove puss of precut unto loin.bce.cen prpau bolo`` the suhgrade and mitred aaah . w .,w.M y load naubtle uots used for saniury seven-hall br rubber gn,k.,Z toys. Esatoa nuoholn shall b, at off and related a . jAU odor fouls soli W optuings cut through At wags an-,, be 'i-ds woner- 7Lr momartor shall carefully reference gm.ed and wt"Itt. 11 h ansobok w than the, aq be euU, found awe If auks.art used, haMlin, of the pma.t unit At, Inc rowpleto.of tht street verk. Ma placing the gnrel or guka has been -Rued dtsU be door tarthiny to -vouf r,whed alone-utfteing,the manboks and wnbuk tasdW disturbing or damaging the guke, or conuounams n vaith shall he mntruttd to the f shed grade of the roadway mre,gn wmrtal Can -haU bin exereued m wain proper -uAact. E,-ar-ton aamsan for bringiry, aanhoin m sbgnnem War, tht pints are, tnurely fomed home Dunn& grade slAU ce tw about the m-nhok and W held lo the msevon of the conga or -p zin' the .rasa shall he partially ah.imus an.oecmury. At the mmpletito of the aasuuk supryrd m nuounrr<uaquel lateral lines-urt to the gasker and ndlaa mat,We roil attend the suohnk.hall be b.e\flled I ,^mamttn ooncenuic,y until the ask,u properly po...: stud atdb malerab ,rbkh rmub in the section required on lhr Rigid pryer conrtemne m umur.saver ms,tltota small be "Paral cold war -Mann, and be tb,,gs,hl, mapuW. PmvMW wM-fls i k pint..dutarbtt solo the late of the babe baumion. a.rf.te trmtmm, a in be plates, the m obok of root moor than I V2 taro the twmwl pipe diameter aanbok cntiup-hag be managed from 1'2 lush to oa tors or Ill uwtws.whkhtver is greater higher than the radw-,surfKe,as tht r,osincer cos,dirart. Flexi k Papa tom ang to awar, sever,mWtoks,.half l2 itw[41 ruosretr wremrny btaabo n. ukb Nsio., be pmvtded wkh N e." roUPL s or Ruka.",vw by the .nd timiur r in m --U be mostrusi and a4jtM d a 1 E-guae, No pry'Pura o 1lextbk Poe -half be p1.con, with. the came suds- ana ath-ed -bore except that the font IP fat of due nuNwk. .dj,utmOat-hall be amide sod ears as fraert Is, an abe R-ckfill.g round tee work will out use -Uoved uuW the forms hale beev pulled and,heeled. 1.p1wisg the mare, r•1',rge or moms,has Nom.ghly.a P.remal, OnO enr arc shill he taken sa m aba the Csoeh ..w-hall be wttught Pension of the matins is err as, Cawh oasm, t ..Isla top In eobah .acre Strait a'r d out .;,sash m the !ffim(' KW, at -hail man e be � sver shall M w pb�-af that the rouwcWg pipe wy k oasis. adjusted .null the psremmt a tom..terd. .l whirl,tlme We roddod vOr as sews kngth After tM rontweion.are wde. he "tr of Oath maebok 'ball bin trefull, nforaud from referean P"i-nal, ntahlohed h, the contractor. The Page SP-90 Rev,.ton Date Apnl 26, 1997 _J r 7-05 Manholes,Wets,and Catch Basins 7-05 Manhole,Wets,and Catch Basins c paremenl shall be cut to a rmtrirted arc sod have WWWl 7-05.3(31 CoaMactiom Ex to isl+ng Manhole I be removed W prima removal of the eorer. The m.nhOe Thc (.OnlnM( IMU vmfy invert eleva lira peen W stab be. be brougat W proper grade utilizing the "me metbals of traction " for the m.nb= h elf. The salt conewcuvn.The wove ekvetkn of larenl-.bat1 br d`r urns u troy frame abut be plated on We enaceee,ba A, wedged We crown elcvauon of the anointing lime link"apucified. Thc up W the desired Rnda. The alPhak ennrree Wvemrnt shell cxua.ng ban.h.b be trouped W provide a channel equivalent W cut end removed W• nest etrtlr, the dlamvw of which that.pewfiw for new,muhok. Thc Contncor aaia m nay.te oomp4acly ward the ahW M equal W for..bid:human of she cut'uoo fume manhole W pmsnt unbalanced loading. Thc ,article .hut be pens awn fee. m. Due cove rWa and srwbed evert than be kept W cabs.at as time scut the nece."Y prouaDons.hW ermoved sod tofu lot dl 'an--i shop-,paled m that W< be liken WW p'"'a debris or other material fmm entmng the coo•.vnlumr of the mantios k rcpWed up W avnhla but On w earned 1 :•'S iarha of the fWWhed Pa•emem surface. .rover. uwlWWg . ULIo pipeline byes, and to the massing (10 W< folbvWs, day the concrete,g. edge of the uphah :luxoxl Jrsq.ned N1tr and lire noshing and seating•Nll,at consree Pavement,lead the out. edge of the crete shsa eo be alAD d W enter the tease. All damage W size manhole m.uamg Gam tM Contnaor's Palatd wad hot uphaq tment. AsPI'sk concrete sha`I Wen operation.hut be repaired at,o mxpeue W the Sac be placed lead compacted with hand umpes fad a Patching Wb.r, shown o. the plan, am draw PiPa .h.a be roller. Aspheh roocrele via be Paid for . ' "Chan Wh basic curb tales, "W W misting nne, u +' I nut " hale r ono connected R • rot dux h including pawing P per hale accent Pa manholes. The coftrarW,shad be required W tare iki• Wa .. math the misting The pint beer for The cum Pksr Pa the Dery W fa and t�A r the structu rc sh^ pipe texture,dean),sod lining pan of grade. The be bdw.o ape the PaWh foot the misting pavement shut then be urHuay opening in • workmanlikemanna. Where 1tr.Jed by tar painted with dal uphatl cement or up"n emulsion.ad shut togineer or warn shaven oo the plans, sdd'vooal an urrire be tmmedately wend with dry psving nod before the channelling will be required. A 'Com eetioo W minting- arm win W Jbwrd at any uphah cement mlidifns. Thr iodide throat of the manhole mommum of a am line to an rut ct ting structure, On the .hall to thnroughlf mortared lead plastered. Adjp tmena D(iotr}; The final alignment lead grade of sonuectiu. of a Dew stretun W a esWtnR 'en.m ben.W m' 'la acc g'will be accepted at the utatiun of am rat i,00 frsma for new lead out sales, to be eW—M W iosV Wtdn relocation foot edlastment of eve maoMdes,catchgrade will I,r amblWhed from the forms or adjacent balWs or.orb inlets. povrmrat,.r(sca. The(coal adjuslmrnt of We top of the The non bid prre per each shall be full sompensetinn fen toles will be performed In amonar msona to the ab•e for dl latent,mrbrWh sad equip.nrnt requ'ced. masboxa. (la "phak cooere "wing Pujecb wing curb 1 and ruder session, that Portion of the east too frame sot r embedded sea the Ruder session shall be-"it', toWded in 7-05A Measuranem concrete also. The wmfbv shad extend a minimum or tut e( meta beyond the edge of the listing fad shal!be left 1 In mm�y,,,was .a-Pad/-0wtlmrd+emK-fw^m' tmva below,the top of the frame an tbat the warier course �t^Oe,�•wm` of uphah.om,ee pavement will bud the cut non frame. „ The misting concree Pavement and edge of in,Mass,shall be painted with bat uphah cadent. Adjustments in the tole M.nbola will be met•,red per each. Meaaurment of ,tractor,shall be constructed W we ume au"a and of the msobak heµhb for paymeul purpaa win be measured from ,am,maurlal"that required for Dew Wlefs. TO,inside of finished rim ele•at si W t:fe ml• of the loin"'outlet Pipe. I the inlets.hall be morured.ad plutaed. Imo at be mast W per uch 1 jail-• - t•and east-iM9 fTAW and cover' Wtomenb Swttu,exuv.Uun Cuts a and swctnm eaevatwn Call- and monument ratings.ban be adjusted W grade W the,ame 0 inclWmg haul wig be measured by-lan-aub•„1a spnmaed ....ear as for miaP.lm. ,n Senton 2,09. \' I•n loos rosin": Adjustmeab of valve box castings AbaMon misting ,vuu`oks will M measured per ach. shad be made W the saint ens"a u for muoboka. ConnecWs W..,,S m.uwtea sill be maauad 1a ach. 7-05.3(2) Abandon Existi.%Mmsholm Storing or can mrcavatdn will Iw mbunaed as ap"iiied m When a to requ,.d tam u Costing msniwk be.bandoned. Stan 2.09.4. do atrwtan shah be broken down W a depth of a laws a fed 7-05.5 Pa col air r rtvsed O fa.elevation,.k oramca,ans plugged,the 7m msobole base abak be frsetura` to prevent standing water. Payment•via be made for each of We following but sems and ave .,,ak finest wi,, send and oompautd to 90 percent Wet art included W the proposal mmnssp as apecdmed W Slow.2-03.311.)C. Debris nsuhing I. -Manhole Under 12 R._In Diam Type from break.&the upper pan 91Nc—lack may be mired with per ach —_ r the boot mbloct W for.Vp,ova of air Engmar The rang and s -Manhole 12 R W 70 R. In Dram Type avef Nun be ulvaped and.0 other.urplo.rautrmsl dupased per uch of Page-SP-91 Aevfatoo Date: April 26, 1993 �J g f � k 7.10 Trench Exc.,Bedding,and Backrdl for Water Nimes 7-10 Trench Exc.,Bedding,and _ 1 &&nil for Water Maim A 0 'MWrole Over 20 R._In.D. Type_',per 4 'Galen f1YN T- ypc pa each 7-10 Trench Exc., Bedding, and _ i 5 'Catch Bain Typc 2_Inch D..',per each Backrfll for Water Mains 6 'Gran Inks Type per each _'. 7. "Drop Inks Type_ per non !. 'Concrete Iola', each ',per ch 7-10.3 Comtruction Detai6 9. 'Area INe',per each The peynrax for me vawus twos s,p.,firW"tout aba0 be 7-10.3(7)B Extra Trench Excavation full pay for furwhing all labor.nwe"ab,Nola,uW sgarpenent ecsfiea (tom Chugs m gndf ter win those slaw on &.coca.ury m compkoa huh unit .arnl., so the Plam ana Plans,. as o of the ester the g � l apuow .1w.g the fumaahmg cad f all placing o P pnral Provnwu. may, be scceasorK.,such as an soon rm.g..cove, nap.ne a,grating, rtseasary because of unpinned uttltis,or for ones reasons If, and Other peens, m U.oputwn of 0K E.g.,.g a neoesnry N ad,= correct. 10. -Adjun M.mwk',pm ach. .loan,or m s"v soy change the brae and grade,such changes 11. -Ad m larch Bout,per each. shall be made b) tine Contra mr under the tmm. of line The cant contract force per each (or 'Adjun Msnhok- or Spn:rfwatwnr. 'Adlu.t Cash Ruin"shall be full py for JI cow..,N When p.,I.grade is lcw as tact.. of I for, hdow make the sdjurt hera uKIW.s reswrawn of.d,.ml a.m• the grade indicated m she Plans,the Cmtrarme staff.nake such ma.r aeepubk to the Engmsr elan excau,".a rKcaan 1: 'Steoct-re Escaranon CWa fi ,per n1bK yard. V11hen the PgVL.hcruuoW abv t a ehmked lot Tart II 'Siructu.Excavatian Class B Inct.Haul',per cubic than I foa from the ILK m .W th the Puna, eRer the french y.N. has been exnv.ad. the Contractor a1Wl excavaa the trench at The •min contract peace foe, cub. yad for 'Structure the changW lomuon anti backfi!, and comp." thc pmwus oil Ucmv..r Class B' or -Structure Eseavnwo class B s B leaench. Haul-, as -dad N Secuo12-09..bal: he full p.y for rxeava,on rkfdling for manholes,gran Nku,drop NINs, ueeeh-saeawaort-Excantioe of the . at the ehaagW and cash . If vo bid km for Suuctum Eauntioe location shall be mwMe+ra teeidrau. . Ultfitinn of the Class A or Structure K%rAvatiun Clan B is iucluded in the Pipe' Mfaauremant of"hank ma gravel for trench backfdl' .b,duk of prices then the wah will be masidered incrdr.rul saw be be the toe. sod ks exest should be hoduded in the cost of the pips. 7-10.J(B) Rmwval and Replacmtmt of umsuiuble 14 'Ahandon Exutmg MnM1ok',per acn Rfaleriak 15. -Comecunn w Exuung Manhole',per ra.n The urn canner pncc per ra.h for -Au.n.'on Exul, nTcoevef m eaay.ung the tench for war ova , the Mulhcla"and-C.m cv N e Esung Mmhclm"sh.1h he !r.,, bona ."of the tch es -,font,soft clay. y..k ,or other pay fof.11 coos necca,ary to p:rtorn.the wok u m,uu, unamubk fou"Jalwn maawl,such ommenal null Is mmo.W b 16 -Shoring or Est.Escavmon Cs,..,B-.per lump the dram duecu cl el the Eng os,e,and h aftled wth foundan.e ........4aes m.an.l W..dcteemrwd by the Erposf drat s by sot.or fine The uvi, contnn pncc per loop summe,man Inm h.r sad,sod,a.seccunarod,Class C four"Wo tnserial will be 'Shurtng or Extra E,.,sw.CW.B'shall be fuL'py fof thr .quvW Silty soJr or force sandy sock uu0r now m the ark as apecdf .Sawn 2-09 5. Preanrt of a stream of ester Whn dowonumul by the Engmur 17 'Dmp Manhole Conn tan', n that cl.ya posts, or oNcr wB rrWnk eo e .. wmtnad thatPer eat become utunad wth war. ben no sot host down tow fin, The ort contact pncc Per each for 'Dmp Manhole ryrtkW cad thew,Class A or Class B bu.laucrn maaral l:soi Corme.von- shall he full My for all labor, mwwla, and equrpnmt oecaar ry for de xnsnodhc.of a drop conrrstion., Fe.yuual a maMok. 1s1udW,ben not lunlW W.a W ducuk iron prpc. Mwnal ramvW fnm the trench that la w..,Uble for fnnng.vd bkckmg rKwaar)N construct.drop for ore,text bukfdl sob'M oe„wrcd and Ism ,:N.sow air If insawl la pules 'Ihe I' fond Per drop mnnecuon la Le .ddrw L w the not availabk within Ott hunts of the Prow for beckrilbng the psis P�ins nnndtokr and Inc the µ.eeifad sass pipe that u —ch.the Comnctor ana0 furnish suaable nstrrvl rromnp the ,eplacof with dumk iron pipe .qui.mrau of Secs on 9d1,19.;A;F3) All waurtsbk mabr1W dWl be loaded dusUy smo tra-k, cad baukd to.v.ae.te ohta red by the Coto.dor Stoek}n W g of uuuruhle mamrlal at the poofect ft will.t be s11nwW 7-10!(9)A Rigid Pipe BWd.g rtuwral rhoohng the requuemcnu of Section 943.133A;11) shall be pnoel under she lire cad w a depth of a least 6 whs over the cop of the pipe Toe b mg material.hall he rammed aW camped word the pipe by Page-SP-02 Rersuon Date April 26. IW3 i 7-10 Tnael O.La Bealft.Wad Ball for Waur Mum 7-10 Tr O:c.Bn'.ting,and Ball for Water Mum of rhovcb or other approved hand-NM toau, w u b provide SMnurg or r-Una e.avation trwrh will be vtmuh,d u firm and inin...ufgort nvcr the fuU Imgth of.0 pipe,vahn. .pectfied in Sexyn 2-09.4 far.horing or e.tn e.,,at ob CWn and fiaingv Cart .hail be taten b pni ri n any damage to thr B pipe 0•v pratocltvr oontng 7-10.3(9)B Flauble Pipe 7-10.5 Payment Matuul to be band for bedding f:xibk pipe.MU meet the Pvment wlU be mWe for oath of dr rubuw g bd aeon I hown mrrtu of Barron 9g3.11d�aµ{0. Boddang "haU be that sac urluded in the proposal. placad to more than cot Lift The fire aft u an prbvxk in lun 1. 'Rock Eaavubn',pen cubw yard a bwNa of bedding under wv poroon of the pipe and "If N N T bans Prix per eubic Yard for-R W ack Exuvon- .hall planed before the pipe is m"Wled,and lhall be spread.rnoothl). b" fun pal for ail Yoh to mmrve and dtaPo.c of a.-t—.ti at an that the Pipe u unibrmN wppormd along the hanel .Pectfied in Section 7 10.3(T)A If on, pa) item u uaiu j. nork Sub"—' lifts of au moo thin 6 Ywhe. thwanon, oaU be exea'at on"hall be wydered medenYl b w rlt to oobannt tN eambed to.depth of 6 urh.own the crown of the pipe Each wwr main and W now shall N included U other neon of work lift .MU be rompaeled b %Peh,nH of maximum dro"ity u ii,.ifbd b Seven 7 11 5 .pectfied an S«tiYn 2401 h1")D 7-10.4 Membrtmrnt h--- -- saw annirwanc-oddisaina; bnr--er—g.aat`a.,p�n. No meuurevnem"If be made for clearing and gnubbmt, m.tr+Y+-o.sdetr�e-fi1FMspwwrrym.y._�f�.� J removal of eaaung aaua ooproventrm.. pnneetion of exiatnp u+.'x-16-3t;t& -tab i W Solixv,trnech cxxv.wn and badfdl.bedding the otFe.am'comp bon of baekha n rid.w-ware When hated y a pay awn,rock uxvrtion will I e mu"ured ii� in lU orka.l positron by nlutna to cub. yard. The ii"ot, Br7.brenwvu-o4-kh . .blrA{aeen.p--aAW-M(YyTr1-{earth mrerured for pyment win caw ludr only the maYnal eec..juw ".plw.inb�emrya r from wttnb be Umu hereinafter definal An dd v . twn.l ei-IY#N}Pa7menl for """to--Onde of Ural Lima" win be wnin" at having 'removal and repkinennebl of tm akabk aaateriul' vi'1 N been or for the Cootnnor'. benefit. and an ronu in eoyldere dixidental to Other bid inn sad ao further xnxmwn with .uch eit.ntion aMU N included an the umr enmpenratioo will be made. contrae.Prot for the varbw arm.of work. a -BW Run Gravel for Trench Backafj",per ariw The hortrnmal Leona for meuunutg rack excavation will he Ya .. the Ydca of the tnncb, except no prmm win he made (er TM On no— prove per as era. ra dua for 'hard Run mmertal removal otndc of vertical Plain extended 4eyr .'the Gh,vcl for Trench B.ckfd:' ahaU N full p) Ica au woh b. rnaximum trench wYah., u "ne,fied in Section 7.101f,1 hmiah, flax, and romped the rites; in the trench Akio verbal dmancd "hail be Interbred from the upper rh.r ill Unaided in the ink lO.na,t prir"is dar di pain of nnen the rock In an elevation 6 Yrha bnbw the undenke u,the pipe and i auuhk maaakl.",,Ud fawn for breath. Mrtcl, o:m the lower wrtact of IN irk. whwhev<r Y Its% No ."nak paymenl w be made for 4canng sad A , B"W'trrxdmg ore cub- yard in volume .hall be ptd for $.no. , nmovd of..tint nma unpmvemcma, furnue., .xordiny to their mnaurtd volume and metalling saml cuhmn, prtwr wr of eauung nation and Remove) of the bath, trench c.cavwon u defined in wrvtcca, Ymth '--'two .rd MekftU. bedding the pipe, cad JSection 7.10 3t7)B oval be ineuured by the cub. y.N The romp:Uot the Mckfdl Three I.. 'hall .0 N ooininif ed u depth.M➢he the amual depth h,mtoved for the changed ane err inedenf.I to the wt.. of ronaUWLtng the weer mnin, cad ail grade in aamrdutee with Sottinn 1-10.3(5)or as dinicYd by the an iheroof dull N Ywluded in thr pavmnn u .pb,&ed in +.' Engarer. The ova" that he the'" -I wed oaaon ed for the Seatron 7-11.5 :chanchanged U.r or Crude,bin in on caar shill the meuuned wndlh 5 'SMtmg or Extra Excavwon Trench-,per yarn ged Mbuabk wrdUY apes(t d in Satan.7-10 TT fix a bop.um Removal and rephcemenl of unUubk naiad will be The unit rontrwt pnce per ytsa.a—f.aynup gum for mesauroo by the In.yard The depth.MU he in"anal depth 'Shoring or Extra Exay.unn Tnarh' ,h&U be IOU pay for IN nmovw Jrbw the depth . lfied in Section 7-10 3(5) The wrk sa .pectfrad In Sorotm 7 09.3 for lborbtg or cxtn wMth.had be the•ctnl w rmrwed,bin in no me.lull the exray.uon CW"B mwuned width axed the albwble width. apaifrd m 6. •Foundation Material',per boa nation 210 3(7f Pgtna.t w01 be made.t the uok rootr.n prke per bo .J Meyunenrm of h.nk run grxv,1 hr bench ba4fill via be for vfu..datio. mated")' whah prove "hW be fun 1 Y the�TMtrxnlre"eN.'7n."tt..Fari..e+y-ba, eompenad..for anntu.g.ad depuiog M the nn.Wbk In acrorda.ne wkh %orbina T{)9,1, an, by the ralruhUon of maYrW sad rephewg with the approp .Ir fnad.wo ant Linn hued on maaubbm trench wdth per SecUu.2-Wal muarial per%action 9.IC 7B(11. uiag a ama.a""ga fmbr of I.t now per cubit yard, whiehover u It., Pager-SP-9: Revtmnb Date: April 26. IWI �J r ,-It PiW ImWlation for Water hlsim 7.11 Pipe Installation Ion Water Maim E.g., ar dv.nce Wort .end .1 be carted unW sh the 7-11 pi IRSGd118IlOD for �S'8[er n'alenW,ac.'pmcn'.ad labs occulter, to pmperlr complac the wort am urembled on N,.ds Mains Eu.unt water mam. shah he cat by the Can awn The Contractor+lull remove the poruom of pipe m provtle (Or the mr all wn of thr raluuod fining+a'Me poll"of oumsmn. Af 7-I1J ConsbulLon Ddaals darra,e ausW Ay the Contnaor'I operssom w tauten 10-9 . . en Inputs m treys.m.scn.shall be repaired by the Comnrmr 7-1I.3(4) Laying of Pipe on Cure at ew "pea to the Some the Comma..+lull dosrmme,tM Lung sal be uld fed ss etorcl carve,eiuer ;the joumal or asset kn of the exutint wamf erta'n that mull be mmovW ' v<nwsl,m.y M Va WN stanMrd pipe by deoatins Nc pins 77e Impw atew dull he Devekd w prtvml Menage m the If due feu, es W.eurvN n the Plans and rw-Pala'finwmtp namuloo aopleng frisker dur'ng aaalla wn of de ceuplm, I'll, rt a Our., the Com m m r tan -all— "'Its can Nat the ary be aeo., of the oam, pipe aid shah he cloned to a sound. made by deho M,the pars sou h standard kngd a of purr it smooth faruh bef.ro insuiliumn of our eouphot .Aaner kn,Ms an, rtquimd, the Ram UAO vindicate maaunom Trwown eouplms..hah In,inwlkd by Ue Cnntnaor and ,,sons that an be used.The amoaa of deoeeuon a sell pier hall he provided wth s plsshe film rurart The pWuc Com amp putt Wan pate a Wd on s hufuoraal or veeoal curve shall not +hall be+'rapped loosely around the pups.fmrp,sd,ohphnp, w eaaesd am hall of the manufacturer. premed mcom eondel asll +^curl WN 2-imh-Wed Polyal'ykar hdboaty, tape defle"o. P'pch,.ar uetuch the cospvnp art reaudW.hall be wrapped a Wham held mndrtwn. require dcgo,%m. re cunw tot maronum of J fed on esch stew, .f the aoupieng All jobs or .meiPaed by the Plans.the Engvw,will doermne the mehod, scam. m the pWuc film war stall be mad, usNg the w be use. No sdlhout.l p.yman whl be made for tyro&ptpe 2'mch=aide polvethylent adhean, tape The pWuc film amp on curve a shown or Or Plans,nor for fold changes mvi,N.ug neat tot he wssmght„but m+pan of the pipe or muplM&shah xartead knsth. of PM1'r dwdectd at the jots Wren sfecnl , e.Ntod w the backfdl Grt .hall be ..,d darn, Romp tot a". to ;h, Plans art regwrd to area field backfdhng w Prtvem the pWtle film weap from ban&pueetumd conoulo.,addi ioral paynerr will b,made fat nneul fnmsv a1 or mhrrw'm Mmatd pWuc film wrap and to msultatwn.hall pmvtekd ar Sargon Id 6 .onfomn w AWVk C105 see"as mod'fed hemut When rohher p.kard pile s istd, e curve the pure shall .. When work uut mum caned an.oomtnuon,a shah proceed be pmtd in a ssa,ht ab,ntn,m and then de0aed w Na run d wmmoouay wldwhl uaemupanm,sell all e sptely a mulble nnll .hpurrem Trenches shall he made aNrr un curv" for Nu completed.No.Aan1f of maw.will tee permuted ,,mon'I t,over cur,vc worked.,or on Wulay. If the aomeawn to the awls system mvolva mmars off 7-11.316) Laying Ductile Imn Ape WN the war. the Conmaor shall be repo"Nk for norifvmg tM Polyethylene Ensoweement rwtecnu afatw by the shumR The Engineer will s&.whmch Whir.M,wn m the Pon, the Comnnur .h.11 tay ducWe pr, ",.wan sin to be tutored. ,-,n P,P,wnh a p.IveNviene mcawment Plre and petiYu Were The Cnntnetor t"y or owls ue,w perform the mme.non awemem.h.11 be ln,UIW m....tdancr muh AWWA CI05 dufmg tow mAer uun normal w nmfr noun TM C.atrawwr TM potrerhykne casement +hall oho M installed on all shah m, .Pens any valves on the esuting .Ystem without .ppunenaonc..theft a.pier Int.h.,oupftp,ratings.and .'.ftc pormwwn of En the ,arao rakes, to sraordaar, wall South. 4c of ANSI My or The'vpes of tttonceu.m d a.rt v.nnd ..&pawl pl,.g A W W A C 10t, a ,, ut,Menu have been sedan m the Mull For the wtalsuun Installawo of the polYeahYkor ea,a+emeet shall he of Nut,correction.,the...faced poroon of the roadway all" , sasideotE ietidsolsl an the I"taltation of the pipe and w not be Pon""unleas the comeouns Quint is direly umoe,a ., tanaal paym®I shah br albwed therefore. For oomoeuon by any ah,r method,the Cormsetor.fall f rruh .dmadtd.town for approval out less,dun two w•erb poor w ...+ 7-11.3(7) Laying Steel Pipe the e.po-sd cunwoucuon Steel pipe sba0 red be and. Whennot stad i atherwhe inthe smei.l RM-14i nor oo the.lam al,MaUCIA&W to etehiax 3w wW be do. 1-1I.JIgI Laying Cm'crete Cylinder Pipe b• 'ar fpr,&F u uno�wed bebt.: 1 aL•Lkd et e �eahc Con.oloo. as e:hlia, pipit, wad lue ne .re ndk.td aemuM.my'd. .....mem.-NwdeMv+-Coarse vyU dry riot ma We dnwiots. The rnotmCerse mtM -sedY W nhtio, shah art be bed. piping,dimeaaiom,Bud eler.tnm m MU"proper h. Cannella"m t e eaetitg rester sale shah not be made 7.11.319) Conewcfion, whhow MI askvW of ueeasaut artaopmeta will, the Etgnem in advsos, Work shah out be surtrd Until All the 7-11.3(9)A Conrltetions to Existing NWM materrah, eyuip.t and Labor aseassry m properly C.mxx+ r.m ate eauwg caw maw shall me 1,e made complete the cart arc assembled on the sh,. wahout first making the mwraary ansurtemenu wN the Pag,-SP-94 Revts'on Date. April 26, 1991 _J .,. 7-11 Pipe InsWlatiuo for wowMaim7.11 Pipe h't'llation for w'attr Maim -------that! p— tutu of for Thr l umnctor rosidr ill mal<rub wers"n ur imuWGon of these conoertions,the surfaced per imull ill coonetlu , a indlnhd on the construction midway u dehall ,aiot bFoPesunumdiuuvecen hry�y aeer the rnmrW d�the drawings. TAe cools:mr Mall perform the e>otanon, y beddl ;;.and hahf0l,and pev,vde runnel,bocking fur the �jtr'"n lsso werbr hall rpror to the e,tPected co.tewtioo rat nut i conndriuw to esulius mains. Ir f9 Tle Cny wiY eat rk emuter moos W as,eshk ah..ss1W. 7-11.3(il) Hyden rlatic Presaere Teal �a Nern the (;ay make, the roondtnm to the exutut" � k. Wdl gores all uhor. matnub, and equipment required of the contractor shall be cousidered widenul and all related cost, sb.,•sd be included in other items Of work. te�h-M..r Z00.fwe-+dFrwmT. S.O�L2(3 Jp tAlKd nsdtionL' �s-Awrr Connectlum to the eiutinR water main sAaO not be mail, P wahuur fist makmg the n.nsan sreangemen, with the rollover, to adunce, "Or.shill sm fee started umJ all the malerob, equipment, and Labor wressaey to PrOPerlr .Gull re complete the work are assembled on the site. I 1:valug water maws,hall be cut by the contractor. The me y convacur shall[,mule the porcisus of pupr to provide fuf 'aNsr the twulLatmn of the required li cogs at the fowls Of comrs's"I All damage caused Its the enntnnur's wattnF bared -y oPeru� "' to nusag join, is ppug u rem-Ol 0-server .wee j shall re, ,",red bs the tontruur at sea addbund cost to the Tow-&use State. The coulractor shill ddr,urw the erarr kngth of nutiog watrr mais that must be remused. The pipe end, �6rwsAt�+n(iie+eer N � Shall be wvelkd to prevent i..agt Ito the transition ouph.g F�-newrnl+vwmwops+asr+sr { Rubs during iwoWlinn of the coupling The exterior of ,be outing pipe red shrsl be of swd to a sound, sm.uh flutists before intulLaton of the eoupling. flutists +tte g T,..itiop couPAal,thall w metalled b, the cnotradur �^`r�a iAma 7- J sad shall be Proridd wish + push film wrap. The PLa ae ! pipe. ,erg]. flm wrap shall be wrapped Muscly around the fa ^r sad coupl'mgs, and serared with 2-ucb wide Poly.h'Iew J adAesisc up', pipdian I.whkh the coupkogs are iwulW ^6 shall be wrapped a mmlmum of 3 feet on each aide of the 33rea.awln.�sr..wse:requrreh�kals.M coupling All jute,,or seams m the plastic film wraw shall br made using the 2-iMb wide poly.Arknr adhesisr sups. The he--weaw,asdY'-d+++rt^wt"��1'y_� d pI.,W film wrap sent taut he watertight. but to Pan Of the ewvelntt"tt--T3m-ro+rr'e M , pipe or couphoR shall be eapwad lea the backf.V. Care shall ,) be esercued durug baekr0li-9 to peeress the Plastic film AeeshaulwywvrsFUw-aeae..eH I wrap from bring Puortr.red or mherwne dao.aRed. Plastic .� film wrap and = mstaltation shall coit'ren to awwa c105 �� ncW u modified hertvo. feettar when work u owe started on a coenertinn, it ceau t' rA proceed conturuusly without interruption,and as rapidly as H}Y possible until completed. No shutoff of maul will be preserved overrtight or over werkeods or on bolbays. If the cwo,tou to the ni wq system ic,olres turning off the wrwAwh water, the contractor shall br rnpDmibk for rmtifyug the ! - ARew+1.k-1ednRrtrMrnaau^s rmMt", affected be the shuuR. The engmerr wdl adrur N - whkh property Oween are to M omsfwd. P - N"'^t 't Oa The rantran.r may he required to perform the p - �dw,wrR wAe-1aaMa�e eosoerwn durima some, Other than normal work.R hours. ee.I T1r conhacto, shall a., operate as rah. oo the esutmR syWm. N ate,spleen pe.unnel will operate all olr.on the esntim, "Om for the coal nrto,wh.required. No work sbAll be performed tan the cnnndllnw unk.• �3'e rgrsmuti.r of the water department is present to us Pcl dw +Ae,+trnuswwerceep t.wd �a work. The sylt.of runn.runs are rarW and suRg.trd piVinR areatrg.nrn, ha.v her. shown m the pl..' I., the t Page.SP-9f Rerrsron Date. April26, 1993 J 7-11 Pipe tnsWlytion for water Mails 7-11 Pipe Installation for Water Mai,. Gauges used in the tat Iraq tar rep tired In be eenified ""'^'"^e'•- for KcurKy at a labontr,y b,the(Meer. n.6 '.mee A visible lakagt untested shall be corrected by ;he 'she contractor to the 3atbfKtion of Me Owner regaillra of the allowable leakage specified above. Should the tat se,,lips fail +sre�+ne-�.reny.ee-ye. to men the erasure tat sucrasfulty a, specified, the .^I I, ,1,6,-a.+ponfM - costtrKto, shall, cal his own ,.pest,. beat, and repair the W Sandefeera�ylee defects and then rant the pipeline 'I , v All tans shall he made wit the hydant auvJiaq gale M Was inis valves open and pressure n-most the hydrant she. After .3 ap^t wed-pnuaart-gamd-tbe-.r it,- 1 . coal-lwr the teal has been completed,nrh Rate vibe shall be tested bs 1, a as' N'T'Iw41-t"'+ewoAb�aeh cbsine each in turn ad'nursing the pressure hernia. This _ she-glee tat of the gate .I., will he acceptable if Mere is can ill e"_,rwWk-*rlrr'e'a^"�pee+wrse immed'ute loss of pressure on in,gauge when the prasurr coma against the calve fling checked. The contrarian-shill - veri(v that the pressure differmGal across the valwe dues an, arced the rated working pressure of the valve tlsn.-Isc .Sections to be tested shall normally be limbed to 1.500 feet. The(toner may require that the foal .ection of K. 6 oil less (ban I,Ooo feet askoph, installed by each of the ■! ' ul COnIrKbP3 el even, hr rated in order to quality We cress i ' g 1 MuwretrmF and or the mannerist. Pipe lamed shall cam be cautioned more 'hr. � mannerist.tbs.ao additional 1,000 feel until the fed sectho shall bare a " been tested successful, PIt,io I,F^r" eso-wseoa'+bt Tsseeurelns' frier to calling out the (Hoer to witness the prasurr felt,the contractor shall have all equipment[a up mmpMd, f"cols*°son b1.114 a1....... -fKs(wsnr'A+Reen-m rods far nutrition and shall have sus-..full,performed the �me"que�Turve '*•++ak'ketory^^rd+knw lest In assure that the pipe u in.saliffacmr,condition. +esvl Before applying the sun Irid tat prasurc, sir Shall'Fl tar j expelled compt eety from the pipe, aisa and b,desoU. If . `rP In.°"` - "h"-�e permanent air •eats arc oil lamented at all hit. points, Me ' mntraetor shall install mrpsratioo seeks so much paints m <'1'^ oa.V+oalvfesw.n that Me air uo be nWH d as the Bne is filled with water. test's. Iste, After all the air has been spelled,the corporation corks shall All water maim and appurtamws m shall be tested under be closed and the test pressure applied. At We eolmbn or a hydrostatic pressure equal to 150 psi in arns of that under th-pressure test,the corporation corks shall he restated mad which th,will operate. to m sae-hall the test prasurr be plugged. Ins tbs. 200 psi. All pumps, gauges, plugs, addles, The test shall be mornmptbhed tar pumping the main up corporation stops,miudlaumw came-cad piping. sad othr, to the required pressure;loop the puno for a minimum of 2 equipmrnt nKa..v, fur performing the lest shall he bouo at directed b,the Ownrr,and thss pump the assist up Prrobh,d.ad operated b,the rontra,wl. to the tat pressure again. Isurileg the tat,the section hang The Pipeline trench 36aO he backflted 3uffriemant to tnwd shill tr observed to dater any visible kakasr. A clean preen t nlov,mmt of the pipe under pressure. All thrust container shall be used for holding water for pumping up block.shall br to plus,and sufficient],lured to reach design pressure on the main being rated. This m.keop wales shall atrength War, setting. I%b-re permaomt blocking is oil be sterilized by the addition of rhbrue to.roKcotrsliln of required,the contractor shall furnish and untall tnmpurarr SO mg 1. blocking.cad remove Nertoting. the quagtity of water required to reshre the uitill The"a--hall he oiled with warn and allowed to stand bydrustalr pleasure shall be accurately daermn ed by edher under pressure fur . maim.. of 24 hours to allow the 11 pumping from an open rontauer of suhahtr star'aa .a. escape of air stator all.. the lu:w of the pipe to absorb accurate volume measurements can be made by the(toner water. me(Mac will (ulobh We water oerns.n to fin the or, 2) by pumping through m positive darpa emit rater plPekoa for tasug purposes at a time of it.-,when suffr.cet coder with a swe,p .ell hand registering on. gallon pry gw.nilia of water arr.vaiubie for mr .I sprese operalinn. e,elutbn, The miler shall hr.poro•ed h,the (Harr. A b,dn.t coda cad. backrbw prr...lma device will be Arreflahilit, of the Int will be ddrrmined bs o.. aed.hen drawing water from the City system lineal ma, rsaorv,as folb.r M attained from the City by completing the required forms I. Tr q.mue.of are,lea low ta,moo wall an,earerd we and making requb d stturity deposits. Thee will be - w.Mr of g.mm per ho.r.listed to w,fnuo..y I.bll. thargr for the water I.,ed. 2, Tkr Into -' preswrr Iaal' not arced < n' dunes we tni pawl Page-SP-% Residue Date April 26, 1991 711 Pipe Installation for"aim Mains 7-11 Ape I sladlatjon for Water Maisel AU aster teed o Preform bydrmtatie ,horsed.ou6e fee. ♦ WS Prentiss,abaU be Allowable lealutil 1000 ft.of pipetins in G hyoKidurie ahw not be place i°the pipe as laid. Nomiwl Pipe Diameter in irsc m 7-11.3(I211C R,mt,,e Period M d' 9^ 10• 11' 16' 2W 1-• Treat O water.ha➢be reu ned eat the Pepe a k sl 24 true C90 0.95 1.27 IJ9 1.11 I35 3.19 J.61 but eo bog than 46 houn Alter Ihu period, the ,hI rm, a00 O.W Il0 IJa IdlO 1.-0 J.00 7.00 resiuual at P,, e,,em u and a other reprurntauve putms JSO 0.as 1.13 to 1"9 S.H I.el JJ7 ataU be u kan'3 mill 275 0.75 1.0 ate 1.49 I.W 1,49 5.99 7-11 J(121N FuW F7so11tlss and Testing 130 a.•t a." 1.19 IAS 1.90 2J7 1.B5 lolbwmg cNorwUon, W trumd weer SIWI be nu.h, 113 O.M O.W 1,1J 7J5 "It 135 1.70 from the newly laid pipe until me'Pk anvu water duoughuut 2M 0.W U.SS 1.W Ijif 1.70 1.11 1JS to kngth 1Ww.,Bryon tut,the abse-e,of chbrme In the room If 1be Pipah-1 tend, teat womim shall howl rmmu yl Pq .cats o1 that ear7vd Used"the sounter Of rto 11u:r.then�LL Meatioaf of rub. y } dumelm, the alb.,bk kaluge will be the auto of the A umpk up hall be kc.t,ahead of the nu.bmg boa.for computed le kw for each sear, or for those dume,n er con.a-kn.e-,br umury umphng -^ Vrasures not listed by the formula Suled in sseti°n 71..11 Beforr pk,mg the Imes into serviu, • utialscbry reP>n(the Standard bpseifralinns. -hall be toc,ivM from th,tool or State hued dcP- appweed %tercet ta ve 7-11.71121A Fiushittg uve I" in � — y— Plat Pk- - 6be tlia: sent Saws E will be wUaeeeC arW Sao r, of pope m be du 1 no shall luau be alA." that dPoly- tacteswbgksl Lean obuned by the Hnguwcr. Paged m remove any solids ar eoatamuut, matrrul deal may tave bKrme kwaged m 1he pup. If� e N.d.PN 7-11.JIP (13) Concrete Thrust RIOd ing We main Conn be'peily-Pined',then a up Cortcrrre theme blocking, as deuda, m dw PWu, S,tU or shun be provided large enough to develop I velonty of at tun fused ben-,,Wan,,dud ergs,and rnaaa B4+Yirng-lull be :.J fps m Uw main Class 3000 wnsreu pound m pk,e. Taps reyu-ed by the Conuactor for temporary or permanem Concuu bhxkicg Stan bur agrrn wh.l unduorbnl earl mluae of or.chleruutwn or Ouhmg purposes shall br Provided -1 the asses and broom of the trench eac-vs400 utd atul; br by the Contractor 111 Pan of the wnaruattm,ul water,mains -taped w u not m obstruct-tea..o the dome of the Pipe o .W-4'- N fttmg. i" Proywle consent Working at 10 hydranu, fkfiW sad s n,Coatraclor hall be responsible fur disposal of treat, bOrin°u1 or erota al IMk puion. C'o-fnrm o The City W { —111 nuah,from roams and shall uuLMI.the w..w..tcr for Ream- standard deuiti for general bbr'tist , .4 Martial Prutwtun of squat., hfr - the income:wear before d-pouI hlucks hereto. All fini-gs m b. bkrsked shall tse wrapped into any natural dranuge cn-nmel The Contranor shall be with 4'd pol"b'"e Plastic. C-Kites blocking hall W reaponsible for dupo.ing u( damfmtng wlul.on to ru the Pro In"T formed with Plowurd or other aesesstablr I.rmlog utufKtwn of Stalc and bell .uhumam 11 -Mro,rd by them.reb and shall tot be Poured-round joou. 71e f.mw C-11—q dupoul I.-y ba.made m sny-v-iuble umury sewer shall be stripped print b bKkfilimit. Joint eatnblUhK41r Provided the rate of dutw.al will not nverlo.d the .ewrr nMsl, where required, shall be i-.ulkd in Wcordsa-e wish Ileahbd-adon of Ill w;rer used fnr dni°feetiu° shall be saW.o 7-11_i(Iq. acr-mpbbM in are"dacce with the Cit", Sund.rd dHnn 7-I L311 e1 Joint Resurinl System, included in fro dKumwt. Ny1tr ennuming ,6bri-e rulduao anyU ram be d-Pmed lot- the Monte drainage Sriril� syftem 9r any waurwsy. %be--afro+.Its uv Puna o.i.the-purilwa iu--r r�rtirry 6r rat-"I—.I.'at rauv-t ryss.m tskrYlr rudai.yp 4 rode 7.11.3(12)1) Dry Calcium H,ypKhinrite -mot--t� �'asu W name-"ter in M Darn 1111a,insists,r•IJI7 ball-.ere Pa loss I".C-Irba the spar. vr,le��"fe"-.arin_yp�bri� Itr.lee es sea•+nPan.twaa.hap 6r. "agh nrmgta low,ado)stso rlml.A.1T11 AIL',arSwat,, rpernar'SST'aerie. Hash arogsa low aaor na'Nlc-r lath. AST1 A]-I, so, .SS.lotto. Page-SP-97 Revsnon Date April 26. 1993 II J -too AA— c 7-12 V'a1,ec for Wale Mains 7-12 Valm for%alv Munn I AAA b DM p..Amrd m At AAat Oe"AaAA,AAAdraaam: _. nine A ea.e••oa na of PP a npIAM a De,•rnllal,ISM AI33 for al.dvg ka.w Aw DMdaAm. rm of rarnwM Pa .ball M g.amY W w far i AL23 ran lY,aaimg eAW, prmaf Yd fn,gM tire, Bruu{.. ,men bog ao,,AA"fins a rAaAd,ad Y krin rvm rn 4rep nerd b lt4 Y fa N im.aa.m. ylre urM a,+arbaash rAa,rw rYaYr.Arirfr;,m,PIe r114➢g'Arl„� AIC. Yd rieban,.6rw 6e- UOaO Y Y1 ties.r..rl.r. ryf].AAA,plated or oar dip galrwaM Nuen on, peep sgdnd r fYiA, watoo.. SST 7:59•our 1•w 3•aAkm"Jammu, Ye- for A•to IT ae,aphne d. 1 r A.uen, r6.0 M N AAr'aYRAI lA,AA on AILS,an a A creep Ain W,vg,u duar6ed rnrn ,nk h prfggg�pp�p4 AA Bll'eodf UridW rrOoe AAO b aamoo d in .0 Mpl Ir• Pained,so ne ar A.�m for S.T' w 60.fg0 alb. A.bim fm 3�.• "h e" III nm masrr a..3.11 m Arl .0A d ft 1 b. hw1 c3bere p,d. wraSk, A i• nv rer, a Al frlr, Isar.trYd{ 9AYriV aW,mperiasl U aAudaTerw r.lPt Id n«.eip,ryo. wrW, And n..aeen m.J r �Isaltlmf Y Wden rprifr.•Uoa. UT 753:34-for l.•1.24•aeraoni.M AP'rdrrd b We p.errdrur ow-uralto or pWe w gAf.W IA Ye lam. .ue ASTM.pecif—toot a.R 7. 5•T 77 34-rue a YI'—wile krwrt mmmaOn Ao.WO-a,or•ppm,M�f 71 escape I•ae for 719-red.rue ASTM AWufiI.em a liepnlU. NmaU, ronee �. SST 7. W,�r. peredr. .ed uwueen auaU 6e rooUdered arid,anl Io•voa ono of tar PP w Ao A kAAA d 2k1: DAA" Ma w for acD 05641: Sig.- ASMAo.gMa,orafAd. Sa:SI8w3J4•,ASTM PymAt. AM.took,A,.i.r planed or latAp pl.aprad 7-12 Valves for Rater Mains SM2nAig: YN rp mend reato.ew Wwad ,Oi Yd are pro.:ded A.ID.ems A.,Io Aid AAAAgA e, pirN or W. 7-12.2 Mallrial9 fp lA1.Aoiacd. SS10 for S'A•w 3r.•tali.ASIM Aso.InAde Cl. S10:for S1l•w 311•uerey,ARM Aso,lode A. Material. Ahall mat th, rcqudV.iarU of the (0110wmg IsInu x Tom:faaaoaPa turwre rid for rmda to deni ."M, mr pUleA or uadip Ad..rvaed. SSll:S18•w 3/4•dAaetm. Gaa V.Ivn 9J031q ASTSI A142,type 2:ANSI S1.1. 51P 1,9•And 314•,4mater, Gau Valve.16 Wha.M"net, 9JO.lQ1 ASM A3e.A307. Woerfly VAN.. 9-10.3(3) I VAN,%I t 0)0.3(q 1RRlMLr:.eYd Wt..•.ern,aer plead An►nd,p Pl.auxAm. V.N,M.A.,peA, 9.303(3) 5W7:AMM A343,r416. 91q ANSI BI831.1. Cra,er-son An RexAx V.minto Valve. 9-103(6) EM C.,— 9.30.1(1) gg" Y �flll Y�lnos pnm a aeenWre wik out T'"In Lre.r aM v.Nr A.rrmOn 9.30](3, 00000"Yr t - b al lairx at outabAaieA4 kakm"em 'f� fi�stajam rWw. 7bbft am M6MYYro The valve, .hall be mnd.M Poem of . ounuUcmm {f lair Raft alb AM do hu 4Doarer. ANwac pbduaA Art approved by tha Eoguber and.hall ha,r Ih, J7 7mpA attb m 18-M iM paai fY !M• AAA, IYIaB AiM or cork of the mAn06 ati c,un,,year valve eng AA.made. Rf� Dr A� ANY dhfma ob .1t and Mores fanap lry�kaw par fy ills. g pmabrt pUmly "At a nuW Dole on the valve body. The vAlve bodes Ahail be III imn, ducWe roo, or nine, approved m.tend m,mnrW wth app,nved noncnrmme mcUl. U-V&requirad .................«�rN7y^ All wunng wrUccs shall he brave or other appm.W I�oi.'6garad rbncurniAn"maerul,and mere.hW be it movmg baying or �'. 6^.....................«.«•...•"•"'3 0onuc, mrfa ea of iron in conic, ,,h imn. CenUn nvl.n<a P'................................."'3 . nuchuled and fai,hW ex,use beat—.,nary,mnner. I f ................................. hall be....J mo,.urfo and all.amm.ha0 be--it,rene,o.ble - 10^...................................f O 12^....................................f VAN.Shag be daigoed for A minimum aW d .. perat14, '............. .....................• oretlute of 200 Pi. C.am ohm ly0 be Cb. la,let 16.....................................g Mudler CnmPoe No.A-2380,Kennedy.or M&it, Is....................._..........."•t Appro,d of..I,n other than "11A Specified 1h.11 be ohtamed prior to bid Opfti,. � All ralves,lee.lye 12"to d'umRer 111A11 brlude ao W a ...................................(14728:Awh) U•east iron.d,e boa ad raumboe,as requited. All 11, dweseler and larger .,I,.Shall be im40ed in A oak. See ................1>w7A•,Odl! —ter aandard ddaih for I2" ..I,e Anwbl} .Auk led 1" f bep.,IO UIIArbe. Wbao a AAMAgAmImekaol atIfmag 1glfAd AMID AIAU for •T'IWu�ym1 f baka A B.y,d.Aire i r gP^fi SAAAAAA,MAI ra Aka un,ea,I.YM• rltlJ.A, Page-SP-98 ReYIAtOU Date:April 26. 1"3 L� "(I 7-14 Hydrants 7.14 Hydrants 7-12.3(01) ImfaWtion of Valve Marten Pont - 7-14.3(3) Resetting Existing Hydrant% When requited,s valve marker pan shall be hrmuhed and When exytNg hydrants in he. , the Pines for inwRM with each valve.Valve tosrkcr post shsLI be placed at adjustmnu to conform to new suca alignment or grade or both +yr the edge of IM right-of-way oppowr thr valve set be as with the hydrant shall be rebuud widson disturbing the Incstoon of 19 mclw of U.post exposed above grade side-s�peeaFprtwn, Ihr hydrant lateral to at Nc nun The method of hamcung the hydrant.lull be dar.,ut a.wvs" ahs.he by dr coed.uom found in thr field ad.dwl M rnhaeklN it, rabbeted as a ended by the Engineer MaHer aerodebwlvbW47+nw�-„�w•twFa Thu wort stall conform to Section 7.:4.3(1). A➢hydrants steneiFwiswb V.He marks., shag be rebuilt to the appronl of the Cit.(nr replan ankh a s!.E M sausin'se compnke milky mnrtn .375- x 6'-0- or sew hydrant). AO rubber Stakes shall bit replaced wish ere v epprosed equal with Mae label'wean". gaskets of the type required for a Sew iaaudladon of the tams type 7-14 Hydrants 7-14.3(4) Moving Existing Hydrants When ah_wn U the Point, exacting hydrants W" be 7.14.3 ConnnstrlKtion Details moved. When the eating tc u moved to • nesv hydran, losulmn• a osw In shall be married and IM open part at die abandoned has shall be soled and onekind The week shall 7-14.3(l) Setting Hydrants ennf.on b SeeWn 7 14 3(l). When shown on die Plan.. hydrants OWE be installed in AM hydrants shall be rebuts to the soproral of the xoroedaner with the deue drown on the Standard Pines Ckvlor replace with a atria bydranu. AD rubber gasket shall Hydrants shall not he trutaEed within 3 fen of a traveled be replaced with crew gaskets of the type required fw a new -^� roadwey. U adenine, a minimum 3-foot radio unobstructed installation of the tame type. Jworking sren shall be peovieed around all Itvdmnu. The 6d.11,Ringo shall her sit 2 uschn above f riabed grade. 7-14.5 payment All hydrants dull be as on eonerae blocks as.hewn in th. Sudaed Plans. The hydrant drain shall waste unto a pit :,f NYmnt will be made fee such of the following bid term retested nonr or Snivel situated m tyse Mae of the hydra., as Nat are included in dye proposal .roves m the Standard pun -Hydrant Assembly',per such. AU hydrants sME be uupectd in the r d upon smv.l to The unit contract pnce Per rich for 'Hydrant Assembly' sntua proper working under Aft, nsteWwn they "D be shall he full pay for all wart m furnish and msuE foe hydrant .ubj.W to s hydrostatic test as specified in Season 7.n I asambbhen•urI d.g W oosu for auxiliary gate valve.shackin. Agee all installation and testing a rorapamc, tar surprised W no.,conercu blwkn,gravel.and gusting and Sued Posts peruou of the hydrant shall be pate wash aserwo Gold co.0 required for the enmpkae installation of tM hydro assembly as The type and color of Pent will be dnrpurd by the Engmxr specified,esnpt the pipe enmreaing the hydrant to the nun will My hydrant not in service shall M identified b cover, be Id for as 'fad in Section 7 y g Pe' per 11.3 Guard posy, 0 wth a burlap or pWuc Mg appcovd by the Engaecr required,ayR be show on the Plata and sytl be tridental Hydrants shall be installed a areordame, with awwa to the contact. speeirklimses e690.Tf, sections 3.7 and 3.11A and the watre 2 'R..=.$Essmung Hvdranu',per rich ma sdard desils. Hydrant wed guard post shall he peeled The unit contract prim Per In for 'Rracatnf Existing in aaordswe ankh the water standard derail. Ilpoo Hydrant- shall be full pay for au it to nsa our esoung rompktioo of the Project,all fire hydrants shall M painted m hydant. ,cludmg rebuilding fan replacement with a sew The City of grew. specifications; and guard pots paimd hydrant),.hackWg,blocking,panting,use mronneaing m the ydaw. Face hydrants shall be of scab length as to be easier New pipe required from the fox n m the hydrant will be suitable foe imUWGon with cossectioo to 6% e' AND to- pad as specified in Swtinn 7-11.5. Piping in teaehes 3-I2 fees deep un vas abm.ise specified. 3. 'Moving Eutting 4ydrusu',Per rich The hydnat shall be dagod for a 412 fad burial wbne The unit contract pr ; per each for 'Moving Esuung 12"and larger pipe Is show% mleaa other.vue toted on the Hydrant' shall be full v r all work to move the existing plan. hydrous,including new sec,rebuilding(os replammnst with a Foe hydrant.nsbly aye unless. Cl T"'ItU.n.),6'erne sew kydnm), shickhng. backing,punting. and reconnecting eabe Re-a MD 6'Cn n ual(PP a PM 5-MVO M leydrxr lMl b the man New pipe for hvdeust cmbrrx or,will be paid for as cotauroost g'a 24'can was Igoe hen sad 314 tack%Nett and .poi,fied in Seax•n 7.11 5 wuh..Two endows note ponso0an it ,.We"), 4. 'Rcmnn ec g Ewtmg Hydrants',Pre such. Joint lestraint(Shaakk Rods) shag be installed in Tha umt coma%Pence per rich for'Reconsommung Elwin acrorr:awe with Section 7-11.3(1<), Hydrant'shall M full pay for all wort to reoonrra she existing I' hydrant• exeepting however, that new, pipe sued for thc mnrrction will be Paid a$ pocified in Su:uon 7.11.5. 5. 'Hydrant Extent. ..VIne.l',per lunar Gwt. Page-SP-99 Revision Date:April 26, 1993 J - �i-T�r+- •'^ Y� i _. 7-15 St iw Conrsxtioro 7.17 Sanitary Swan The unit ooarny Prke per liner fm for -Hydrant n.en tall wu b an p.r for w ah m adena Nr 7-17 Sanitary Sewers r r 7-15 Service Connections 7-17,.1 Description Tw work shall con,kt cf corurucong.,my.ewer hna '- 7-15.3 Contraction DeWls N sccordaooe mth the Plan., thear S weLfi urons, ant the Standard Plana,a asked by thr.Enguu.r. Seller bulsul k We low I All mwicc wnnaeons to t arr steins, except N dwtde Aquner Protection Am ahalf be designed no an indmival - t oon pipe CW. 52 or r ngcr, shall be made u.Ng addles a bask. �- apxWed W of the some and type suitable for use wrath tree pipe being msulkd Dunk can pry, class 52 or wronger m.y 1, 7-17 2 Materials damn upped for corporation an, N .econdsroc with the mnmmertasrov of DIPRA Pipe used for s.ruury sewcn may he Tr depth of a. hit&for service mvredion piping shall � provide a non m rod cover of 2 of Yer Over the op of tin , pipe. Rigid F3edble P.rtaular ear,.hall to eiMuod m unsure that he main u not -.. danaged by wuWtion of the eervwc one. Esnvanng and Conine A66fempn.ran backfdhng for scov. conne.:mr, shall be as specified fiedGlsy PVC(P.Inorl Chkrul,l Sedbn 7 10. Ductile Iron Servke:Nw ran be cm owing. tool err runs .PxLFI' lUl deaWsol u kavc.onn oth,wen. W sgusr<end on the piping An canary .ewer pare .hall Mve fkzibk p-at d pent, aue ul to be cu Cut ands .hall ha reamni m tM fan uuodr unless oduervye.peerfled dusmder of the pipe.Pqs Coda to be ComKyed Wing Waphng. It k.Intended nul r1YI(.ruaiO h.trd are to be on.,,,,,, w .h.eel tO the onside surface of the pip.sW.n be cleaned N. e9us: or gercn'll intarehaograble for all .pp Lmrov. Thc sound,amorch finlah before the rouphng.are uwlkd. Enguwzr ahan dnetmn.e from the oWaiak laced those suitable j Where shown m We Plan.. e.kting water aervoc for the project. WW shall ao apwdy in dr.,otd anon.or the son-.vtona shun be remnnuved to the new water mains The plans kratkn of water smtcc coMecuav shall be vmfiod to the tiew M.usala stun mee the requixnwnr of We kllownng by the Conuador aprons an Pope mare u." used orextnul or replace e.kwg cater n"Cowan germ lever Ap Y-0<.7(I) « hoe. dull br copper, p µY Rnnfoaed C—.gram Srw.r pup 9U£7(2) pePa.arvke hoe roonertkn to We sew main will cn.forto a afY°eI, A Pena the standard plans of the City of Renton bound bery as PVC Sewer Ps, .ppkabk. The Engines will indicate We bran.. for We D.k Imng -Paw "1 t) up o.We new main for mb mk m ee to be rnmed. �� Fbe 9 8,1 ' u The motracr wW d'rsert u um p v for 3t4" mvbe. All pipe dun be clearly marked wuh type, claws. and Ile mvtratar wW We copper tubing,type K,soft for ale" th.c .. Levering ahall be kgihle snd perm.nrnt under normal arrnces coWwn.of harulhng soul singe Type I: Cousaoas u evma roPpv aces�be 7.17.3 Corutaratiwi R uir®mts ride wYh empe.uos tv'.ors part asks taapli.p •rpe m who,.md,g p.i..aera rnhr eon ow> 7.17J(l) Exnration and Preparation or Tn h .^d he r oossed war•sew roppv pip race r-the poite.b liar. PA.rap b butsd k 7-17-3(1)B Pipe Bedding Weil "h.awa side sad rarbl Bedding. of W, class or 6a.. .hown N to Plans or dn oo cnbed N 0e Spal Provuov, hall be ..idled in Type DI: Pt.rn P.m<eW.s.ks di he buBd Wr . ,d&ott w thr Shounrd PWr, all dun tnelode W rN he ha.ta.e/a.bee.a ttr Property lane maNvh W work w the bnrts of We aonc a.hewn N wYk.assist M a(Isom 3 seal. A saaid r.re PWr Wsslnd smear the heath d.seer aWl M W.Standard Plan If On brddmg class as roan for rigid pipe, h.Lww mis glace d the swar. Cl..8 bedding dun be Mro Wnd If no bedding clsu.shown loot tang co.phnp Mh be used a any cormaLon be for Ill ble pipe,Clan F bedding ahall be provided gah`n .eel or can Into, and O"Tar pier. All fivmgs. Bedding of wduuver clau shall provodr uuforne support appurtenanau,and other mweWneow matervla on We sections .bog We mitre pope barrel,wfl.out bad awoenMWO at joint Of casein, Pope which h.ve been rrnoved .Mil bloom, the oo0ara or xW. No blocbng of any toll shall be used to alyust property of the Consnuror. We pipe m grade except when u.ce wqb embedment nonctete Ben Ioka .MII hr dog a rtgain ' puurc amfrrro aupport along the P'pe Morel Bedding duturbnd by ptpc movement,or .-. Page-SP-100 Rwnxlon Date. Apnl 26, 1993 7-17 SmitM Sewers 747 S"Iar7 Sewers by rcantonal of ma uS or n n.,of a Irtm, nhor,or Ws aMll be rowiuchil"Id prior b Mckfill. SPICW Dart shall be 7-17.3(2)G SewK Line CommW,m Disco to, porvtm adequate budding -W x r. n Wye or tee Sewer Me oomeniou b uwk-. nuyu, Werak, or -tdc LLL cormectom W adjacent to manhob or oNcr wonure,. sou sewer shall be left uneoverM wW after N< Eng. hat rrng b avow binding or rg hall etroen a: -c critic! povas. oup,zoul sad approved oc work. After approval of Liu,Cotnpttion of bedding dull M u eP• u the Sunuard mnnua.n.the oench shall be hakfEwd as apsifixd. $i Plane Unless otherwise appmvod by the ENoen', W 1 FiPe bedding mtcrul for PVC pipe ayU i. plowed b a fanneeliuw of la4ral sewer b adrting mmi,u ahall be made depth of 6"below Nr boob.of the pipe red notevd.g up 6' Through • w1 iron addle aa,red lu the -evert win will,above N<erowv ov all pipes. suinkss steel Mass. Wbn Ne us[iog.aia is coo-trtnred The Mod-placed bNdim around Ne pipe and to a point of vitrified clay, pso or reivforred aumr e,ust a donik 6'above the crowv aMa be foot-la open Dow it la unysldory you pipe,the Mod-&maio shall be mrt drilled. The remaining backfdt shall be .ahan"IE) sampan with Celneeliou lunles. booted rmm<aiow have lover dews]' baiy. ted mahavcal or pneumatic Dampen b 9,% provided furl ay existing U existing runarr sambule, sM be cute drilled, and shall have a1 'O' ring rubber gulte .eetbs Pipe Icddbg shall be fawid.ed iocidfaul b thevipe AISTM C478 e a and vo furlher--personation,IMU be manhole roupyg equal b the I t W pew made. „ Manville As1,esW{;emnl myr or ace D moat J"1 bpi u flexible eel equal N a to le and Sou. PVC pipe proved of shall 717AfterB Pipe Smiles fawsl of tee, nipple and roupkn u approved but Nr wit After an mt,uuh.ret cock Me has been gy ED th ed.the ptpc EoRilea. ,ILiJ .hall ne std wNm reuctubly close mn(otmuy.the pubWhW Me it geode m the properly d wn,,nOa loan Mod. -ifs 7-17.3(2)1 Protection of Existing Snrecage Fa:i ilia gravel.W ether foreign matecvl sMU as,kept our of the pipe All existing b.r rewen including septic tank, W dam-rW off tMjoyung aE,rhacs. field. -hall he kept b rrvk< at all tracts Rovuvm -MU be All Pipe lam m Ne Bench to We tpat6ed Me W grade node far dsposai of sewage now a any exuaO -ewsr- arc shall be kept m bngsudinsl cumpreumn unW the mkrW Ms damaged. D- tic' to exyong -ewe" -MU be +.pried by do ban comp-cted b tM crown of the Pqw All pipe+hall ba laid to Contractor,at no expense to the Sue,b a cundi o equal b or conform b the pleuribed lint arts grade shown in the plans. better Uun they condition prbr b one,damage J wiNin Ws pgio that follow. Weer mDumulakng during consuoDuon shall be"craved Sewer pipe shall be Woo b true Mc , grade in oc invert from the new awe. but Thal not he peon Dud b meet the of the•1a ar the Contacbr-hall exema Dart lo am, sMUbin, rxuting ay"Da TM Cwtranat shall be responsible for Ouabmg pipe p. for oicoun d, army, W U, each, lo n, cane -MU out and cleaning any en+wg sewcn into wbwh gnvci,rucka,or ao pp. 4 joined ov 11n, ,n, fade having fr maximum other debts ha entered u - cook of hs/her epromino. W U u earl.terrace.TM invert hru eery v-ry Bom the true -h-11 tcPau Ufl Mtmn+ err other facdatea longed by hs/Att and grade wiNm the bnio eued tD develop undcrmny, operations wncenuunty, W orutom eomp..,.n of jointing nwerul The -.�ysiui connauon b rn coating rnsnhok or towerprovided Hoch esrunc< dos not rtault toa rcvene napmB 'MU r,t be made unW -.h n cl by the Engineer. Such mvcn. The brrlp of the"Mau a,oat invert-hall .1 excccd rvatie.aulhou wiU not he given Otani all upvoxm`linty Mvc been Pius or minus 0.03 foot 0 thr time of backfll. Checkbig of Ns completely chimed s11 debris rtmoved,and]where-pp6.bk,a mven elevation of the PIP- m-y he rude by ulcusoone from Ptpc empDnN�.PI-ced N the exiting channel-nd auks on"urtmfau on the by of ow Pipe,or by looking for pooling When extendia an nit' of Ill"or was.which indicates-utsfaMn Iwoditioo. At R tins -ewe. Ne dowmfrnm m-vhnks, when the dowa:rom i crate.th'U be pro'eted from conrtrwtion debris by placing p pthe s of• large mire, a acrao or cap to the fuss'"IME.anbok dowartresm of �i+e(sl shall M aid by .aching the ItigM-tentMl lbw the rnnnfetba. It shall be the..Mmor's respuncibUyy b ekr-tioo,u11ar Wherwst appneeed by dw Eagiotrr.. ,-gala aiv this aereel or trap until Ne sew myna TM'c1 pipe,Darla+oN<rwse afryrvved by Ne En err clawed h Ran rerr'c<aod Nn W remove i. Avr mneuurtioa dells which-MIT h< kid up gndc from point of conpoint The w oat,stuff Her the exsong dowwirvm -It—. ayU be resmrwd br -ewer or from-dniguted sunyty point ilc sewer ptyr shall the movrmurr at by expense, and m the astsfaesioo or Nc M walled w,N the bell end turwaEd Dar upgrade W'hcn in, Engineer. W'ben be fuss aiaohow's ate, i'a"on aMU hr kymR u not m pmgru-. the forward W of the pipe shall be plugged uoW acceWaawr by the''.go. kept lightly cbad wiN an apprvved t"rzponry Plug Whert piPcMes are b be lam on -W,u, curve, of short radtu+ 7.]7.310)1 Television Ltsprxtion mRreknoy b deft., this pipe joinu in fa-moue 9-1 tram mcammended by the aEmufabrtr.the tuna-hail Tc Engmar tray aquve any or W"Mary mwsc line-be be"hawed with a aerie of uage.a W whop-kb.ted herd,, wp«ted by Nc um of a ukvsian canent before final Subject b the approval of the Engineer acecpunee. The cost, ineurrtd in making the utti-1 iceped o, 6 shall be bome by the owmcr of the wiury sewer The Cont.cbr nMU bur all msu iaurred lo cone , any dorwwrccs found dams teievumn oopeccu n mclWmg Ne Page-SP-101 Revinol Date: April 26, 1993 e I, 6-02 RRatNrdc Planung 8-02 — kgpetk.de PLtttuaR cost of any add...l mkyuwn Wpecuon that my be returned 17.314)and adjusuneat of inverts to mardules for the completion by the EnSoncer w vOnfy the correction of mid def.rneY of the iomatmn to the fequnM Am and grade. Thr Contractor shall be re"Osible for all costs mcumd in 6 'Teatin6 Sew,Pipe',per Wray four air mkvuwn s�apesmen performed solely for the bvwfa of the The unit contract pets per Invest fad for 'Taung Scwcr Contr.t,Or Npe' shall be full Pay for W labor, materal and eg.pmm" Oore the mkrhoo inspection has, bona enmplow the requirtd to ocn.duct he kak.ge tons recurred m , eae e,rmr shall submit To the E,nginter the writfr s reports of Season 7 17 y(q the impaction Plus the rids mpn. Said rid, upn are to be 7. 'Trasrh Earavw�u%per cubic yard In eobr cad mmpstible wkh the City',riewiy and reeordusg The cor comrmr factor per chic Ted for 'Treneh system,. The Cky sy.um snepm IR'wide hRh demky Vfi1 Excavation' shag be fi" pay for W eaeevation, sure I of Tapes. The mpn will be rue at standard speed SP(1 5116 ww,. b+ekfkb.,. and all Other work nemury ro Z I.P.S.). conswt,ion of the sewer trench. NO scpanm psyment wU bc nude for pmtoction of exisun6 u drum sod servim.These esma 7-17.0 .•ste.aorwnenl shed be comidered m rredental m the work of 'Trench Exavauan' and all corm thercf shall be urluded m tar The k•to ptpe r �c number of War fm of p.,.t for'Treach Eacay.twn.' oompkwd insuWton mosvto ,..unvcrt and will utclude g. 'Removal son'Repracemmt of Umunabk Ma e,ial". she kaph through elbow, c ­d fiuueg. The number of per cbk Yard linear.Rot will be neessurod how the center of rtunhok to cons, The con contest, pests per cube Yard fur 'Rtmmwl and of maniwk or an the insde faa Of ash burs and sunilar type Repaamem of Unwrable Material' shall be full far for all structures work to remove ...sank material and replace and! wmpset The conercts Class 3000 for plug,.,exuung sewer pLpcn sansbk mstend m speatfpd.Samson 7-17.3(1)A. will be masured by the cubic Yards m specified m 9 'B.&Ron Gravel for Trench Backfill Seuv',per - Se lion 7-02.4 bn.esbw Y d The laegth of teases, sewer peps . cofotmance with The unn contract ,once per mee+br-7M for 'Bsnls Run Section 7-17 y(a)will be the number of War fees of WMPId Gravel for Trench B.ckfr8 Sever'shW be full JOY for all work .smlYawn at,m0y tonmd to!smith,place,and compact n w,al.the trench - Exavaion Of the sewer tm.h wed b mwmed the mmr 10 'Conc.Class 3"'.per cubes yard as suscuec cxcay.ton Clam B.by-tlee-..nr yase:-st rpcO fied Tr unn contact ;nice per cubs Yard for 'Cone Clan .Suction 2-09. 7000' alall be RO pay for all work mquued to plug cxmung Shoring or can cxay.uon trench, will br meumW m mace P.P. apse.fra.Sedwn 2-09 a for ah..9 or sides exaystpn Class 11. 'Slwmg or Extra Escavason Trench'.per lump B. aarmasare Its Masuremeer of 'Bank Run Gravel for Trench Backfdl T. Wes cumram price Per brmp Isses I fact for Sewer'wdl be courno sed by the cub.Y H.pkcc...red 'Shoring or Extra Excavation Trench' shall be full fay for thc I bt.c raw hne duncnnon.shown.thc Plan. work sa roec.r d un Serrion 2-0 5 Rr abormg or extra INcwareamt of bank rah grad for tiesseb backfdl 1181 exovauon Class.B. be b1 the sun, in aaordance with assou 149.1,or by the akulaW.of.eat Roes Need On meslmum meucb width per sojano 2.09.e wing a mewmon fattte of 1.5 sum per cubit Division 8 ' yard,whkhe,ee a less —. Miscellaneous Construe-ion � 7-17.5 Payrneat Payment will be made for each of the Rlbwing bid kern. than.rc u claded a the prowml 8-02 Roadside Planting 1 'Rain Coot m V C.Sew,Pipc__In.Dam.',per h sr foot -Cl Rein' 'arc.Sewn Pipe_In Diatn.', 842.3 Construction Requirenmb -' per limn tout 0. 'PVC Sew.. c _In.D.',per War four 942.3(121 Plant Eafablislment s. 'Dusk Iron"<wr Npc__In Dam'.per Wear Plan, esublimmenr sbaj ... of eam,g Srt .11 plains foot _ planted on the.proper and canag for the pWmd arcs with.the 5 � fan mule.Thr provu:om Of socuon 1-07.11 do out apply to hrwar le,s-T.V.impaction per lump sum. inn. The.umt construct prove sew per War foot for er Pipe of the thusThe fife year of pWt eaaDluhrttern shall begin immmtst ly I.W and.bs apsfied ahall be full co spe shots foe structure upon whom mtifiasson from the Engineer of Ur s epssees of errarstioe,dewlning,berkNliag.p., Is, hurrahing.haubng, trust! pWUng for the ourre project. T7r fsra year pads ma sod cmbWg a place the completed asmWUOn unclad., .11 osbiahmrnt pored shall c • mumrum of one alow., Year wyon, ton, .pesul tonnes; pins msterak, per Sertrn 7. i4r aOocparcc of mival pWung A .eared y., p:.n, .. Page-SP-101 Revtaon D.u:Apnl 26, i991 -- B44 Cud a,GuRers.and Spol"Ys 8-09 Raised Par®atl Markers eaabUhsam, if included a the Comma, Shan beam Pay for suuaurc exuvuion, farm. preparation of 'Unlade. mandaaly as She Unseen, adnparber, of the find Year plant pacemem, case surd! compose., ad All other r,uaraL. aunWhment period cad SUIT be one full calendar war if Share bah, eq.,pmen, and labor rquirai for the conumetrre of a a Nand year plat. aabliahmerd. Wiutout a NW Year plant Same : establishment, u SUE he a mNimum of 6 months or until 10 'D.Pipe_In Dram'.Pa INae free C.nobcr 31.x1 'vcr a later 11 -Half Round Plate St.Culy.Pipe_In.Th _In Third y ,ant eStabWhmat if included in the contract. Dam',pa Wear foot. SUIT help. mtmmaaly at the completion of Use Second Year 12, 'Half R.,ed Tr. l St Cut.Pipe_In.Th. plant aubbthrnat period c.,shaa be a mNunum of 6 months In.Dam.',per liner foot. or until Drtnher 31,Wuchever a ktcr. 13. 'Half Round Pum A1.C Pipe—in Th. Dum&nee first Year pkmt aub Whmbet period.a mall he I. Dam.',per Wear.fobs. Nr Coos,,. rapob.,thda, w camurc the ,uumP In aM le. 'HW Round Tr.1 AI.CuN Pipe_In Th. commued gmuth of the tnnapWted material. Tta art SUIT In.Dion.",per War fool. uelude,but not be lu need m.labor and nuteeiaa naeuary for The one.."a prke per INar fobs for Nc varku typo mnoval of fmcs,.dud,or se ccund pant material,reaatainin/ of met-1 pipe Wtcd to atrns 101hmugh ]a Wove for the weed-free cordiuon,cad the r kcaneo of all unauamon particular design of Spillways dawn to the PWa Shut be f k Pay plant.aural panmd under Nu oon:rsct The Cbru L br Shah for all abor,took,Notpmrnt.and sat.,"(Whadirl coa ucirs rcpau an plants Stolen or damaged by die acts rl others bands, elbrws and bb ds) neaaury for the connection of W The Cnntncmr snail tier with the Engineer fir,Wr purpn.e part and for co platon of the Yan Strwxum excavation cfyout Napection of the pmleot on me I..en wr,kmg day in Or rcquuW for she m w!]uon of moral apstiwys will be paid for at first day of the month All cord S unatkfacmry W N" pmv,dW a Sermon 2-09. J Engu<r aUll be col estsd by the C uuwr wimp. a 10 N. 15 "Hard Placed Ripnp-,per cubm yard. period tmmedately following it. u S.cc ran C.r tsvr work Hand parad npnp will be paid fur AS pruvtded a Section sUl'include the removal and disposal of an un ss afanary plant 8-15 5 mat SI Failne m comply wit,corrective Steps as outlined by the Engineer .hall cununu:r justification for the Sam in tdrr 8-05 Integral Cement Concrete Curb corrative Steps and So-redact a0 coin Ncrcof from any monies due the Contractor A'the and of the plan,establishment period, +� plant wh,O do nA abrw renal groxtb dull he repaccd "53 Payment Panwl data for mpl...I plant n,aanal will he approved by Paymcm wW be made for ach of the lllnw nt oay hid le the Enguaer. All ass mwe angwon System. SUIT he operated fully But an,deluded N the proposal automatic during the plant esabtahmern period and unW final 1. -Intagrsl Cement Cone.Barrier Curb%per linear fro. Scc".ce of the coaa ,airt. . 'M...able Integral Cement Crne Curb',per blur During nd the abroad a third year pant establishment foot. pero SU d,else Contractor IT perform work•a deacrlbe'.dmvc rn The unu con tract firs.per War foot fo:'Lucgrs'Cemen, •fora account boa at the direction of the Engtreer. Cone.Barrie Curb"and for"Mountable Integral Cement Com Curb' SU11 br fun pay for W coin .w try for the 8-04 Curbs, Gutters, and Spillways mrm of N de c cone curbs and expansion eer specified! 84d.5 PaYmettt 8-09 Raised Pavement Markers Payment will be made for eaoh of the following bid tame that an included in the proposal ".3 C utrurtion Requirbnents 1 'Cement Cone.Barrier Curb_,per lino, fort 2. 'Cement Cone.Barrie Curb and Osew,".fie:liner 8-09 30) Surface Preparation foe. 3. -Smgk Faced Mountable Cemut Cone Custh"fir, All sand.din.and kwar cx,rsnmsa,tate.,a!Shan be aueF, lion,foot, or blown away from she rarkr,b .W the,leaned Surface a 'Double Faced Mounable Cement Conc Curb',per prepared by one of 0sc follnwma gaedur es War tout. wren deemed necaary by the F�,leneer an Surface 5. -Mountable Cement Core.Curb and G,mer',per d,n xU;.m...to sb cb c marten.1aU be removed.large • . of te a r, g'ess'r o, b c'&c mcraa e may r l's. War Wo, dinar foot. Sendrusting, tbes,m clbanml, or p,11cr broomal to 6. 'Extruded Curb", accompbeh ecmpine t ",.I #ppBeaw e(-na+bn-O" Co.T 'Cement .Gutter',PR Wes,foot 1. 'Cement Com SpWIRy",per Wur Cwt "eY '"` "'�"'n""""'"n�"`°"0��"T 9. 'Aapbalt Com Guesser-, per Weal foo, f`SFm'ec* The as cataract P.per Wear for for cement cancnbc Nbco mvn ke are paced ratw ee eemeet answI tr Said plan conurca curb , lumen, and SpWwaYS Stan he Nu peremem. an, Surma compound Shall be rumored a Page-SP-103 - Revision Dale Aprl 26, 1901 __....._ , -.-. ..T_. -.n. r .•,.f.a:_. . _,. .ate.. � M1_�_.. ,,,-.,-,�•ewe.e,,, .4!� kMt • M1. 8-10 Guide Pmtc Bdl Guardrail arenedanee whh the requirement' of rhh section and along the We of gurdnd a"ua14 vvaad or removed W ru" -� Sods.545J(13)5. no will hwludc bra s wo aecno., ""anon teetwm, and The pveaoeal sWB be.urface dry,sW N coo:waWcr ter'"..savour sWd re halal by manse radiant Mat(not dual flame)for s euffic" Icng(h of tune to wamn the p.vemcnn area of 8-11.5 Paymfal marker apphuoon w a muwnum of 70 F Appkstfoe of market shag not prtceed uatu rwal hymant wW be made for ach of the fulls w&bid neat authoriu ion is received from the Engineer, wt are tmOwded m the proposal 1 •Bum GmMmO Type per IWnr(wt. 9-09.5 Payment - "Bum G.ndrad Type 1 _R.Long post",per War(Om gymclu ed the be made fur ach of Nc fodowmg MA "curs ) 'W'cathcrwg St Bum G,urdnrl TYvr wt.re uKlaem N pmpo.a 1. 'Rawevf gvmrmt Marker Type I',per aebhm.wrea The wm worn"pnu per hour fwt for"Bum G.Nnad ' 'R.i.ed gvement Mager Type 2",Pr aehhae4 ed Type •Bnm Guarded Type 1- R. Lon F'w(",o. 3. -Rsiad P* c—t M.rksr 3 g Type In per "Wath-mg St B.. Guarded Type shag be fug p.v for furwlunr all labor, Iola. The arm wmram pen per achh..I d for "Rah' °4u�t. W mue'h' mcludmg aB pardand prrw, aB CTR pats. aoachmg the - gvanKot Marker Type 1'. 'R..W gvm,enr Marker T'yye.', S.,cmd w wecreK muonry suwxurv,and for W alher ww and "Round gvemmt Marker Type 3__In ".Wh be fah naeaury w wmphee IAe work sP.LW. M.h . 16wch Tay for all hbor, maKwb, and equi ment nautery for tnnwd weber pow(Or swe!abemue)will be pad s"uel,u fumhhing and w Wn Ne msrken W acenrdana wW Wc.e ouW ad herein SpaifrntiO. uwI d.S W con mvolvcd with mMc control ex d. •Bum Guardrail Arwhor Type—+,pre u<h. oefd for rtimbunument fur htwr for tnf6c comml N The urn wnKact prx ac e per h for 'Beam Gardnd awoNantt with Section 1-0T Jt31 Anchor Type —' shin: be NU pay for fumiahing W labor, woh, mawwh, and egwpmmt, and for aB Othcr OOW and 8-10 Guide Posts e.pnw ao wary w wnrsuum the uwhor incluch g c,Oa uwa, Wckfdhng, dupoal of mrplu anva nuKrial, repair or naw.6-e of Bcibb-, mi.in, shoulder or menu"...facing b10.2 M1laterial. afd pav—t 1Wt may be .umaC.1 by consbwcuon of We mehon.and hscludiag au raqu.W«rrmewon.Of 1W anehor w Fle.ibh posu and reflecmve sheetleo shall be slc<tcd Imm Ws bran gu"dead gad my Owr work neoeasary for wmpktc onotraW mpcwh Iaidd m Ne Spain PO:uN. of Inc anew, instaua4on. When romnct The Real aide Type 2 a I , arc req.,e the g pat ,,orbs will 4 deermiaed or manna" l depth of pop emWdmant shell 4 i.ludad m w unit vecu'Rd by the Erytioeer at 0e request of the Con Vnwl. ronmtt grin of the awlwr S 'IPIn x-PIo Trntd Timber Pop',per nch. 8-11 Guardrail The umt wn0ram pniee per nch for"lo-ln x tom TbKd Timber P. .Wu be fun pay far fumwhing .11 I.On , wol.. _ equlpm m cnt, aw" neon" w win I the wtauaoan of ,e 8-11:1 M1+p5lttmtenl M wh. 10-inch teeated umber nc er pop or ake W6 i 15 nett Mwuremenl Of beam guardmd an, bum gu.rdn`d Type pop a awchment of the gardrad,itwludurg any rtan atio or 1 bog pow wut be by the lunar foot nra.ued along w Ime of rq.hmrnent Of shouder ear mad. .urLcing and pvaaent the rompkW guardrail ham and w end kwlw,g mn.inOn damaged by inwWoon menlw.. Kmwn.,expm.wn ratio.,and termwl.anon. 6 14 Mevurenom of beam vanI W archon Of w type PeM-eha{F1,efi.FFpy'. _ 'Tvmiar zPoedM win be per ach for the wmpiewd arbor,=turfing the auaehmem ofthe.nehnr w the gurd.e aid+wrote+mirneaaaw+ .aa-mfi m'e-N.GAT Ma :rmKert of 10-inch. 10,h vaw umber pan will 'Serb"n Fnws-m'e,r W per nch for w umber pop Oc ake,vK W6 i IS.wed pop, +n •Acorn Consol G.u",including bMck artl W rd.for macnrrwmt of the gardnd. pre ach. Thc unn wnmm iris per On for"Aecea.Comsvl GeK' M.u.of mwv.l of Ism guarv'rW win be by OK sWII be fun pav few all labor.took,mataiab(...M lo:kl.and l r fort maaured :-rag the Lone of gnome.;, earn equ:pmmt regmn.d a iomu q cocoa eonoal S-a u.par6W hrelud. tran.rcwn aaebon., - hwludmg the new of anv aeavuing,b. filhng and wmpacwg ¢ expa.wn .ation., aM termwl .awns requued Mwuremwt of removal of beam guudrau anchor,win be P_ 'Removing and Rommg Bart Gardnd',per Wear per ach h Movureraeot of raitng beam guWn and VC,ao wg and 98_ 'Raumg Eri.ting Bnm Guarded',per:blear B main¢ bear. gurdrad win be by drc War foot rnasur d The unn oom m prize per Wear fwt for 'Remo,;"¢and Rn"ung Beam Gordeail" uW for "Racing Exwong Bum Page-SP-104 Revision Date:April 26. 1493 ,J t a tit,and Electrical 3-20 Illumination,TryJ1'm SWIM I�20 nlmnirudon,Trains Sypul$.Y . Systms,and Electrical L Gwrdnil"dull be full p.y fo£remuvmg ad re,ming a,Ming 8-20J-h' E:nretain and 9theYTd L slat guW,J ad far bsekfiWng,rn0 eompeC°Y Itoto 7be eacavaoom roquvd for the maalktion of ppsdd, 109.'Ranoving Beam GuardnJ'.per lu,ar h. foundoru.Poles and other appljinen shut be peefonrrd Soa 1119. •Removing Beam GuardraJ Anchor Type N ,manner W cause the least po,ibk ono-y W she s ones", i P.each. ,iJrnUu. Nd none, impmvo nu The Irencho .hall rid be we m The owe Pro i per liner fin for'Removing Beam c"ca Xoid ,its,thin rusSu.ary for the proper urwlWion of the Gus,: l-nit per sch far"Raaovurg BSu,n Guadrail Anchor skean al appbsn„a am'. found,eSom. Esc.vsont stall not be Tr sNU be full py for the,.mired and dupual of the omwd WW umndu,Xe aefort nbe za of oodua arse gostdnJ and Ncnn and(cr Dackfiing sit mmpewg heal �r sppWme,. The macral from one eacavabon shill be placed when the In" imerfe mee b 1ehwulaf ane peUalr"n 8-20 Illumination,TmMc Signal traffic,Nd W Nrbcc desuugc,will omur Systems, and Electrical AU surysos e,cavated °uterial .hall be removed cad i disposed of by the Cama ielor m.ecurdano withSae9on 2-0J. Or is dlmcud by 0,Engurar. The excsvabom for loudsla,u shall be barifilkd w &20.2 Ma wnfomunce with pphiitblc mq o mess u of Seawn 2-09. E ui Mt List and Urawitgts B.ckPol ,cyuimmcru for codun b ,Ibvt shut be, Sit noted So - 9-2111 V tin Sation e-'.010). Warn neemy days fuuci.s cSocu..0 of the C..M'k,the Excsv.tions after tuckhWng shill be kept well Wled ad 'l Comnetor shall submit t°the Enpmeu a eomplaed'hequeat far MmuinW m s .moth Nd well drsuwd nodmn oval } Appmv.l of Maurul SO"- Nat dsuecibes the wtcnsl pinworm repays arc nod,. proposed for use so fuibU Jw Pum and SPocdwsoom. At the end of Such day's week and 9 all than times who ` �y If required W do so. Ne Contractor &MU Submt conswcsion operstem.art suspended, all equipmea and radar 1 suppkmaual dau. u.Pk -meta, or I,oN. of Nc maurisl obsMc iov shall be removed fn•m Nu pension of she roadway ..J proPo.4 for use. Supple, tau ISu eopiS:Wooed)would open tin me by Public traR�c. include such "me a causing cuu. pmdut specifications, shop ESewmon, N the soon or highway ahW be performed tit —� drawings,wiring diagrams,nor MY tmtavl Purcbsld or Latour .ueh.wore,that not more than as,mffie We a rewretd in J performed prior W ,ucb -PP"" shall be at the Contractor's either dmecuon a NY tore ,uk. All sppmvsls by for En tineer most be mcetvd by he TLe euntrarlor shall supply breasts within test rate widths Comrac,or ectore wk,ab will be,allowed oa the line aria .ad W t,r sp,6r d deptS,at the locations indicated oat the The Contractor styli submit sit copies of amosodcb ro.,.t pkm or M directed by she ent,--. diagrams auLc,Ua&Nc venial Light dusnbubon,vice"I control The coosraclor sb.0 Its,, a,p.,Sd eomyneliou Wmu. NJ the Weral tight dmnbutron cWsifwuon, for each my Ny escaeadom Wnipmm, oo t'^ before d .1 beginning ,YPe of lumwuc submit it t ut for approved. In addition, the rmmpxbov shall Ire performed ar. the time ew se 6.111.1 te Contractor shall.atomic a kite,from one lumwuc mN�fsttur<r ba[gfsUWg of the tremh uokv directed aberwisr by the dasilms bmp wickot pmnuu , with respect to lamp and rogWerr. XfnXOWra furnished for rich light dusribution type specifud in Tr,a,bW, for ..dui rum sbaU be Mane in . west fgs N, plane and ddutd basin, Copier of one .fo,vmentrom�l manure with the trench bottom graded to provide s uniform dugnm ad Wier ahuU be snnamituxi with Lh lumwu, grade. No work shall be mrered u°W it has ben rvuiod submitted for UsUal Nit approved by the eoginetr. bsskftll wur{al used for fill srouad ..it The Contractor MU submit for approval Six Sera of shop over this cooduh system shall be,free of rocks "on'than 1 drawings for each of the RODOWNg tYPo of stardada calla"for M° inches in diameter W a depth of au inch, SO .. the I on Nu pmlu'[ ronduis. 1 Lgh,sumusds wilb or wthout pm+ppmrd Plans Treorb within the roadway area SbaU Star,ekes trmcb ' W. mi dsrd.with or-0-o'Pre-i"'ed Vito'. baekfdl wbih Shall masut of StSto inch sworn eeusbel 7 J. CaaahWUoo Siyul led IightiaR rundards. surf.eirg Wp sour.' or other material as 'mediated i. the J Y. MW strain Pinks. sle"I provnium or schedule of prier ad nl'wntedr oar fa Th.Gakess s.'v+0 by the euginerr. The sounce and quality of the aoteiial shall be Subject W .pprvrd by the mg"es" Truces bwXrO withacceptable :7yJ} The Comracbr .bin shall submit either on the signal Maio a from the sro stall .1 edits wed Eagi., matnub from slit ,Gratin. subject W one Esgioeer's standard shop drawings car atuchd to the "Ann" saodard �ppro'.1 of the answisl and.hall be a-WRead a aec,San �i anti drawings all dimeosi°m to clearly Show the SPaeifc re-A pans and i"utla"i W the taea.atioe is sion"dsnee with the „J arm momuog height and sigoai temp Imstiom for each suods,d spsoiftalsono. Umuaaele material sbaU lot removed signal pole sn be WaUlkd sad bsckfJl shall be SLIM w,".I appm,d by W, EngWsrr. The City M, " the right W mske addirom or 1 deletions W the ur b which Proer are,sars far She - completion of the peoiM. P,geSP-105 Rni,i a Date:April 26, 1991 v. .tr S-20 Olurni,ution,Trarru Sgtml Symms,and ElecLrkal 9-20 Illumination.Tra1Rc Sgtal S3stnnt,and Dectrical The minimum wWth for the traeh will be at the option amu.d any othv uodcrgron�d + skin r'ut lie in the of the rovfrateor. Trcncb width will. boy ,r, be of Maraud but an that the-.. 'urkknt .i,e m that ell of the veoeu.ry cnvduh can ha utility line. "Wrete fouo,lali;: _� . om *Were w the imlaBad wihin the d , . aIrowefed,.cubed, rptc peclfinl whole m.ivuW Wg thv edged and fmuhM m.tyorkmayr A,r!ike m.toer. Coare,i minimum rnvte. than be ptmnPdv cleared from me ra Treoch backfdl maori.l la rwdw. and tide .lk arem• peed portion of the 7 avtbor boM and mndoh.etc pk:emat. F...d.lbv ,ball ahau be eom tti e. m 95A of the material', maximum all be Clau 3000 wo ell, After me.Miro,curwg p,rkd. density.per Seeti.v IAl.3(IaID. the ennlracmr may inetan the aPLnable devfre thereon. 0-20.3(4) Foundations , FoaMaaons Cam' be wnetrucW of poured ut place ponland Table i ocmen worme ore for the sppl cable re.luuemenn of Secwn Type of devie W wnfomung m the Sunday{Plans. flimeayum T..e bottom of oonctdt fuund•twn. .hau ra: on f gtrea.l: h.Pole grouts R g'Dtep.3'Sq rr Dia. FouMa;ioa.hall be pouted k rate r uircrt Signal Pole up w b'mint.,m 7 Deep a 3'Sq ve Du.Poll pit,tinblc. Sgo.l T (reveller See!Mail Sbeet TM want! porlior. aMu be turned w pn.at • nth Suee I.ght Cootroi Ca Aron n .VT.. Detail She S ill Our Sae IMau Sbera __ J The Snoop .hover m thr Pkm .hail be ezteMd d wonditwm mjuue mWmoml depth.and...h addnio,.l work. if ordered e P.b' thogkee,. aiu be pod for a. utr. work a An Mweet, fouodatum rbau be mautrveced k the po,,Wod in Section 1444. m.u.,r Specified bebw: Form.,hut be true w line u.d grade Toot of(boons, for 1' P�thew aB or raeed eAa are u br eanrw.ed m pone arts nandardal e, a "..W cop.r ue faananon an.p be eats txp pec.al fouW.11he a e be J to he tluyb.M obe Or ala.d.lye dwl lets w n.ord li e x y the Engineer grade, orate„othenviu notW m the 2. 'there r .de.ata.are a he aloaa'd.W teddy!or Je cop flan•or ditedw by rid do, . de rlw rouaa.pea snap d m,Pet6rd q W eaai.nr. lye Form,echo be rigid.rW aaunAy brae*m place. Conduit aHW�' rnda and mwhcr WU chat be Plumbd and ogdv placed k .An eootrete found.tnnt,ban he kueltd n per tUuooW pmotr Pomioo and W proper h..thl Prior to pouring M.cme on the Plant or u Incited by the mg near W the field. aW.hall be held v plaa by mama of.temppu until the foyn, am miwved. 0-20.3(5) Conduit Pmmbmt of sundarda .hall be accampluhed by Wlunmg IaWLuon or-WuA .hat conform w appmp,uu uucic. ktcWg raw Shun, or other ,Imuar *,vim for plumbing or of IAe Code W Uweto Sp ,n ru caoo raking will wbe pemttptd. The .ill of condud u•d emu he u above. in the Plan.. Both forma and grouM which wtl be m eonutt w,u, the Conduct; .none nun 1-inch eketr.ul brad, eve .hall nu: be cunetete than bt thoroughly mouwnW befolr placmt concrete: wed .,it. olktvaiat W d d, e.ocpt dot grouMing however.eama w•rer to the fouMaoon e.av,000 will not h nor ,,ton m .erv.a points may be tocbad m 112-inch permtoed Fotttu.au not be moovd until the ctycrtu lam.d d.foorr,ooMua. at kilt three day. It stall be the opoon of the coot ago',at no e,anat to me iGill "•tea to ute larger--oon iw d des od..W when urger.;,, .aeon.. -Mot u and A aMU be for the tome"Ch of the run from IGO-TtµK2 rude to*Ald Rducmg coupling.will not be permived. TM coda of an corium .hall h, ..ell reamed to temovc humaa�G�+vv.a..yn_-,m fee-e bum aW tough dgo.F.W cou.Mu be made aq..aid we. fine.a.b.. abp Pont or turmmg thtuE.wdl not be permmW for wwlmg P Amgl -!fyA +,t-ywnoaM--aenetttr n.a.uk wWaA, how tr, Nlrnwg Ihmd,Wu be P,Imiptd m tnffir.ign.l had.pdery whin a atar Lard tonpwg towel be uwd, an.Ppmvm Otoo dad anion eouplmt .ha➢be aed The The matrarear than pro'We all m.tertal for and thrad.on all memll.coW.0 ahau be rot f o,'obarr AM well wo,oucd the fouvd.W.for Ind to the dimewnnt sWirwd otwlW wth a toed yuainy mJod•1 ,upper to.pe,dcd o, in table 1 bdow. Th,A.CMr bolo shall osub thy' of the Pdt°Ieum vehicle before.wuphnp are made up All coupling. � de,ire to he uttalk•.t rhveon. 'hail be "'hoard m that a food ektle al a oror on wdl Ar U eaten m.ltrub are to be remo'M ftom the made thmugborA Lk entan le Mr.length of the ooa ruo. If the foundatb eomtruclin .be and v d'apaed of a the in eoovW,n,r uaemblY.b ehall be P'"""hu b ven a final p motranor',eapeay,. ogAtdurtg from the eW,pn,r to Gthfilling KMrt rating on Coetrete .ban be plaeed a{a.ntt uoAyturbed earth if galvantred enndun has been iryurtd to handling or maulling, .v pouible. Daturbed earth 'or hackfdl m.urlal than be noh tnjurd pl.m yid b.thoroughly panto*wnb plvaninng "paned to 95 Pe eeot of the mnterurt madmum dean,. rtp.0 paw.Formula A 9 n Before placing the cootrne the aotractor 'ban bktkout Page-SP-106 Revistoo Date'. Apnl 26. 1993 �J a N-20 Dltntitnlioss,Trades Signal SyMerns,and Electrical 8-20 Blurninatjon,Tndric Signal Systems,and Electrinl All conduk ads shall M threaded and upped with nandud - OwAms coupbnp or mMun upe and wiling is marad NTcn b•tlw-feaeuwt �. sup.. .or conduit cap art semevd, the threaded eras shall a- 77s.-ysns-eFyWmYoa�ens4YwlsaNbr+r+stadtir be grevded with approved oonduc bushings The use of any slew-g..A es enar.Itewerar�.aMtiarvwrw.w OW,avm though ranMnry, an Ise. of the conduit..plop MIN b, 1 anwadawF ad mrdua up u eaprdsly prohibnrd t A... , rares, d. if I t. n1-wwiwx car_ Conduit stub,from bs.ea shall extend at leart 6 uehes from 0 We-.ends h.94,pYevil-aH asbttpavanartly 4 jse vrental fait of fourdstiom and at hart Is knchea bclou n net i In. dnien set do P aaYla6-wet grade.All cordon stubs shall be Capp d Conduit nubs, cap, snd exposed thread. shall be Mimed a.+-event of 0 coil gsliresizing q.paten Pmenula A-9-73 MeaCic condos herds, aaapt fairy basd., shW love • abevuesrma radius mrauser,with ten requirvrtags of Amick 30 and other aweanaA a snicks of the Code.E.factory bancle.ra not used, mnduan jeekmg-erdei .hall k both.using an approved conduit boding tool anploying bywpwlawAog correctly stand data, w4hout erunpmg or ftmening. oust the Of.vetch conavuaioss nWl conform to thr followins. longen rado,practicable I Edge. of the rrcrch aha0 be awcut a mudmum of Nor ecalhc cordon bads,where sllowtd,shall conform to 2 shchea dap and shall be ptrsWl Article 347-13 of the Coen 2 pavement shall be removed an an approved runner -t Conduit still be Lid m a mmumen dcpnh of. 3. Tanch depth shall pmvde 24 c.cm minimum cover Jb 1& a- .* r mor,conduits al 24 mcncs below aho-reNbeF a- vaolu- S a- 48-ahw-bbwncc fmuh grade,in.11 eYa f-sutj. a. ism. as eN..mwe-.t—i roved,. A-11 e, !led ! W c kxr.,np Y..neev. , M„rg 1- AMd- rtge ati -11 H...d-eraesage 3 ANwneinxeFMe�nm,nersaMeo-nrMr ncancsa tin await I., e•tlte loon- j-wNMa-Maaehal S 3aetia-M-Tewrg+tweKF+lua-.rtaasAa-Yv.wastwF Mdde.e peawerd ♦ M/1�atd.vntR+.dra-Iaetlrrt-3laet-{larsa„beddM Pull Wire,Shall be installed. - A" •aduk shall be rigid swe-melallc mdess acted } dher,ase in the Plans o. Special Pmvcos. +, d.1 tit AB moduk opening, shall be food with approved s Had an «garrn be0eods or Bushings. Nall thck.. cf moduk shall be s vwndaeww yW mnsutent wdhm tootinuous moduk runs tih m mim"or 0 La fee to of �erusdrm different schedule types net rem urmiamium rrrnPNet—«ai cod-tad-+ppwvtd--nrnmeaN+t The mnwacmr ,ball provide and install all.nndua and arYpanr— �er�+prparrn—.gr a. d., ., d.ee oaesury fittings at the kc.tioor awed no we pk m. Coodu'e grrurdetg-!«r1 sice shall be as indcmed on the wiriryt and modud acheduk cure yvtsea-grr,adag-s-gdvenirsai We!,esr� all on pl.. aIsmplaw anal.. Cooduk W be provided..it installed shall 1.of the type - .. indicated below: rta.d.aaa,I 1. 'irbedule W tins, eaell g.vs. C.aYeakp Y AS1111 on'do yns M. field-lend..-A ...ymMeddr}.wyrn, sumum Wu W srd .laws 0.sas *is Y be glad exec(e.ee,•eeraeadYrssstsrn,e,,, In, oWr au within red vmwl r sr.s. g- 1. tittiedvtr all ex.Wry ri g.,,. Caaff.. Y kw6m eaed.de shall M rg ar IM e.."i Y M glaad .:rtie rw cod+ev ors. All joian shall he made with Wits mmpliaore an the manufacturer's rmummrndatiuos regarding cement met and Na—°^"rreer't°^"usp ...immoeoW conditions. ^doa°r—y" aN-.'oo^kwer"+c lacking or drdhng pits shall be kept 2 fell from the edge of Plena- nrp.We.eeMuesv. eh,hit of pavcm<m un<rc.er Ms,bk Excessive use of waw ^^ vbeferrr vdbrenee PggrSP-107 Revlaion Date:April 26, IW3 r -e 6 } 4-20 Bam:tytien,Traffic Signal Systarts,and Electrical 9-20 fLtmLtation,Traffic Sigsul Systaru,=it Electrical the night tnde snow the Pay.or Soft.the sobjp de wUl I. Spa:aaSy;.yore. __— not be p urost d ]. TrslM1r airal rni w Fghsle�:-MLT' ! Cm new Wo trucoon, cvduf mull be placed prior to a. TSasarry ay;Ral�ery f po-'Arent of hue aoww Avernmt, lmeciplions oa juvctca boxSS pearforco ug the came Cmldulk trey uaung m foudauons ooer than light intuited function. i e. street lighting,truTic sy,sal, or boa, shell be fouNstwru still extend - maaunum o/ 2 ache aMW the .nttven!tb`alhM t the prvjorI. All ina-I Me Mxa-hall be foundation vertr<ally.At light vardad fouedatinm,concog-hall inttalled in :eoformanel wih Pcashuw .vaioed to the li not-Hood mom than 34 inch store the found-Ma. standard pant aad deal sheets, t.adnll enanng through the bonom of-1--M-n Mx atoll The uvk en-traet price par eleb for •Typr I-or •Type be butxd near the and wad to Marc the male,portion of the 11' jumbo. My shall he full .mpensatioo for furahbmg Mx clear At all onva,mndu t sh-O.ur from the dtmet:on of umr and far all emu of labor, matmal, batch. and the run,termtruhrg 6 troches to g tncha below the jwetion Mx Nuipm.t nWas.n to Proride and install the juavtin Mx. Id and wohin y inch.of the Mx wall mar,as.try Ieuean. ioclud'mg excaesto-, backfllag and wic,"tioo all a Statbk rrn&A.sake tha0 be Se,a On eel "Rs of conduits it*-'yeah Pans.-PWifaatba and dead n shee , !� which are bored So OW they can be eudy loraitd. All junction Mae shall have gs,avited Steel lid, and PU-W-hall be installed in batam as de ignund by the FramW. Engineer So u ba provide • .duit channel that will permit All junction Mxfa and a'Soristd enotrete pads Shall for hadum for mstalhng the electrical coor,[wires When aonduil intulkd on ..paned sub grade whkb shall inrludt S,, 60cng-Sit nikd for in the Plans, or where they wulluon u icbea of Srea-ixb miw cen bed Sttrfacivg top cenne eequirol by the Engineer, the Contractor Shall also furnish an material osSUBM under avd around the but of the junrum neeanry coven and gukvs Mt. Commr-hall be prompt,ele.ued from the Junction All battered uMagrotmd condo! Shall be cloaca, wa as Mx frame and ad. approved-vad mandrel ad blown ov!With compreasd av pnor The unit covtM Price per tuoetiso M -hall y include i to PuOvg wt. instaWtiuv of lath-inch mad untbd..rearing bap teune C-WU" svStaped for future use a1a11 he preryrcd S and a a" thick Cass '0' remmr rename pad eecloturg the folaar. After foul Sucmbly a place, the wndott Shad be juvrtma hex at pW the pant.Speed...and detail Sheet,. bows clean wkh smpreawd au. Then, in the presence of the lv-talatino of the texubcl -nrfaeiog aad tbo .vcroe pad . E-lam". - clanwg ro d all toeraNy aired for ach Svc of Shall be inefdmal to the uoh price per juort»n Mx avd au sodaA-hall be Nlkd through in.sun-Nat the cunduin haS tat further tompraatio- will ill mode vo4ss the rant ,n been dc"Me'd AS Soon u th<maMrel hat Men pullet through. mclud. -eoaraic WI items for •rrvthed -oltie R aad or both ands of the condmr shall be m-Id u,lh road ups No for•.mrete pad." pull airs Shall be msulid L Where Surface mounting of codwt u regwnd, so""ru 0-20.J171 MecsWtgW Cable,Fittings Stull ro ll nwt of'unvm tl"type or equal maunuag eMm Wm plete xnh Mng<r ubk 'ha be ll ace-col to aceel auxin p.let by camps Sued for the conduit SuPpor -facing Sht]camps, with mane of pale boot. and in career poke by awns of Single _ - - 'be cod'or Shull be u noted in the contract.AMeovd expnnon rend guy eye Mla Pak hared.cad eye Mhs Shan he injut q fitting'shall he kw0ed at all e-P-n-on pint Futncrs-nt11 as deeded in the Pans. he u-ppmved e,the Engineer Me tengn cable SAW be Secured to eye MW oe xuun Exanwng ..do., v pace scheduled t roceivc ne, camp a1 poles by tee na-of appeorod Self-baking ubk-Imp ood,o— Shall have any exam, oaducton med reov and - type dadendtng dwttes. Ma-en et hic ble ee sec shall und :o cinning mandril-and for thc.dun-lull be pulled through bull range and Steelton by two appmvd Uboh wmnenon and (blunt men-town an the Plana art for biddung purposes BUYth'^'bk-. only and maybe changed, with approval of the Engineer, to Traffic Initial -onesul table slNl be socured to the t woad underground oWtructmm meaxager cable by table tea.The m shall be black njan wee 120 lb minimum unlaClu j,vreaglh 0.20.3(0 Junction Boxes Down guy uawnblies shall be inmlled u lolled to the lunation Mxa ahan be totalled n the bsvbon- Shawn in S'and-rd Pans On'PWu.Tbe Contractor mar vaall,at no ex ens,bathe Suit. loch ada• d boxes as mar be laud tofaciblate the work. b20.J(g) Wiring iwatv.•t wtshation-hall conform a davit in the Sunday, All undergroud wt.•tsg ahan be basulba a.Mots onle. plant 'Peett hay awed othersvuc m the aonmc[ AD ruing to melon '. .Son Mxa Nan be adju-tad in he 0wh with the fimhd be Swalkd with.aPfnuvd lubraam. g,aie W5 the exception of iduamn loop cutuW.aagnaomex r -.. The eoeunetor stall prorde aad intta0 inaction Mxa of -hunts and dlomuution curna. W w-ung anal; ban the type and She at the b'CAWw SPrVied in the plant and as tonMwnutly, wkhau rpboa, from a urmiaxt b<atd in a per detail Sheets. abunm amp-nnant.pal rt push button ueanbly.or SWul The vSoriptbe an a'.ien of-0 janrtbn Mx.shall Aid to-. Mult'ly located termwl Termuua krutd below i be u indicated be": graft Will nol be SlIc-ad 1. St.lipm,W,:•ligheag• Page-S➢-108 Revision Usti April 26, 1993 i P - s S st.ec,and Electrical e-20 Illtmtinetion.Traffic Sigml B-20 Blut.i.utirul,Trsdfie Sigr>•I Y Systaru,and Electrical .W ap4ca m udarstourid 0lumwoon °ucuw, idu"wn All wuutg, axelwive of the Pm'wwly mew-.�w1 r cuww aM0 M inLLalled LL illumuuwn coc.iu. a ituwcion box. ad a the arrauo0cr bop ckeuw, and wgataoaMe .hind ahaU have m-pprtvd rag wgh kgeda a folLwa. junewn boxes 1M ordv splice albwod b . r dualon bop I. Irdividwl mduaon-the earc.a numb.vtdicad b evcuit.hall be the.hieldd ubs W IoW wire Rlioe.The 0Ny maer Mug .nail be the probe M mnaut. RM' albwd rat • wgnan MulUmdu"ur tank - Ne numben of clap .WW lud..uhk to wgna°man cabk-phut MbaberpM.p'Rh"ac Lnw adl..r P^bk-t push bumm-crud �w 3 Loop kid-in cable hi tM numbee of the bop a' ' -�� ��b��g 0 MagneWrnacr nnk �- Nc numben of tM lodaseliao bop .Pik" .od m poraeraen.erved magomm W0 he u ahowo in the Wodard Drip bop..MU be pre,dod on W ae+vl mdua°n Aare dW Os. Undcrsmw:d dL.a u a,.o circuit -pbw -MO unploy tMY tour pob..tsml bona,or wcWurh.d. mPper crunpd mmuaon i,a row Oh an xWeD Wol KTert direct buewd cabk o1 oonmaallk rondos k ieaWlkd. oacgned by the Purpose. nrt dull k used in at avawg, up mlO raw backfi WR .o Epoxy.pkaa wdh-lint rigid mold.will be reyuued on two this m rocks.wood,or aMr foreipt nWerial wi0 h k0 N way and Ihrtc w.Y apbm in udergmud Waromtion cucwts pos w^ W came poaubk injury. Dueet burial cabk aAa'1 be Four wY or moo RAC � uderervud Muminatbn circuits pkcd.mina hum of 24 Whes bebw grWe and dull be toad my be ca.t epxY or Mat shrunk type. k.o.cly w the bottom of a trt°ch. M approvd rd wining rape E,Uxy apheea -M0 be phy.k.Uy deputed Imm oaher >loll be m.uilyd W the tr h 6 i^chea b0..du d,,t buried cad—9 wjl,o the Iwution box to avoid"tro"from conducWn hear dunng rite mWg P!^!'a1 NTert Ant .brink 1p0¢a are w,eo conducwn,dJur cabk 0e.inek,art being uuuUed. at!owd.wrong-Mll I ekan ad do TM splice wurvl.h.11 cart .MU be eacnud to nut exead nauwn b^wn°m I well kp.aa avrr the wirt inukUoo If an)wart insulation a rtco.endd by the mumf-au.r. CoMootan may be pulbd d.m agW by Ne .ppLutwn of ex:.arve hut, the court .pLu muh.nrc.l maw.-adymmonvur wgh drop-nadk Add 'MU .h.L'be eepkcd M used an vcey mech.nwal puU r . A. Wumm awn.pLcea.W!employ vwe or crunp his On mahanicu NU, m.ukUon .MU M •!*9'Pd Off Uu Pr.mrt wnnecmn. SPLre wukaon may M epoxy. cyc -nruik.or up idmdml mnduCnr ad the mduaor turmoil inW.PuOucg T.pc aplwe in.ukuon .1%a0 con1u1 of 0-rrnopkauc and firmly raped, ca o: bk grip-hW be uwd.'Dae puU'&f� dectrical Waulwng a,b d I, . t .knea. e9m1 to the .pp.d directly to the coducbr,a.e..vheo pulling eYu ornswl woe m.ulauoup^ It aMg M vaU kppd over the ongwl or when Uac xduaor i1 fomud inW.bop.-hW M Lmued W aoul,U.n, .nd Nere -hW be . caws of rnouwrt `eauunt 0.WS Pound per cucukr Mil arts of mPper mdoaoo' the varnM.appoe,ad Wuwd W dry Two I.Yen of Woun up able gnp or .ppbd outs twmataWc ahrtlhd wiU Wcn be .pphd. .Ia .hc apli:e .MU be fmuhd wlb a N...potbog It car",of sh force askua 1.000 abav<�povided .aon wmpldc—ohs of moisture e.uun!vamuh Quick dueonrua wrtwWn.fuwd or unfuud u requvd. To I;mg thea0r.0 pna.urt u bed'm dud ad-no'[ disU be imrallod at.0 pk.upPoning.lumwue. WraWuon cim of tM bed m f, Adogv.0 lab arw.uo^ of PrQFc' ,ML wnform W dash.b tM Sund.rd Plain. Pule and b.ckd nbk -M0 be b-ra0d bawce^ Ne t)p to rduu fn two moda .ndurlt and duWbrinnra uwd on Ind di.mnnmu W the Ivmamue a aeaury g - Suffuknc slack wire.hW M inaralld a.ch Junction boz sheathed WMn bwvin u now far fa-re-000'w,n.IIt,dada of to Wow any inductor.cable,or splice wibin aha jumuon box ncA wrt or nbk-M0 M..led wan can approvd hat-hrWlt W M nod.mwmum of Is WrO.owide of tM box. r I Imukad ground md-wer of .its No 0 or cod up 1 Iargeram.Ox-h.0 be idenUbd erNer by.mawuow white or 9.20.349, Bondi Geounding rucunl ear fumh alone w mtvc kngN or by an Wl-Ppoo at d Mi-.wer+t;n` Yendw.rn WUW marking for Ne fu0 kngN of tM visible mduMr at ill ' urtnwwn.,)''ndioa boa..or aru�abk gwaU..n-. 1 Every mduM, at evc1y woe kemuutwn, mnnator. or i y deviu 'MU Mvc a PVC w, marking dove b.rwg as its kg<nd.the circus number udaut d m the mrorarl A0 uwl dnp -h U ako bur tM cucuu ^umber m^suoret wgh the a1c.Ryaelade+n contract y At all i0umuutwn circuit apM.. .cA wirt inuring N< .dd�vmr.-'aaMag-'facauur.a��+a.eang -pwe 'Mu Mvc a PVC — marking -lave be.rwg .1 au lcpnd the circuit number udkalod m the cunt." a��� eAee.aearon.!-.raw-as-Ne- .j+lx-an-A'laera Page SP 109 Revuwv Due'. Apnl 26. 1993 i I 1 � and Elmtriol b-20 Oltani.aLim traffic Sigod .620 W 1mNti.oa 7esIfTK Sigsea SYslemsr Syslerns,aid Ede rtricisl —_---� — Upon raluut o!Ne Contractor,Ow Engir�ver will make Ne #.♦Me+aeng,M mcusary amngammu seith de Krving utility w mmplas tic 1 KrY<mnrwmon. Efeurkcl—W tested I nor w mmpluwn cf the mnnwt will be Wgad to Ne Contnwtor,esnept Hui due deal mtifrrateon of the, mMtKuor shall cost of.,, used for publw bencfil, when such Id optcu.n u , niinpmm� grounding ordered by du.Enguteer.will M .mc by Ibc hole Ca1 onnfum,w NI CWc nquucmmu GmurdinF of mnd.it and nccmnl at the aervies point dull three t7pn of power acrke an sued a teak. M eneomphahW u req.ieed not,uM Cade. Gmueding of the Odow:TYR 1 per ahaa he d b,psas led'dt.l adee.W elmle esKral a1u11 M awvmphahed oNY a the cervke. A.C.hsalac seal arrin 6*1 1. TYVs III Arm"M afgb MaK W 'es, ] sue, i0 ads A.C. lased agaefae r csrele, idlidW ew4W ewM'eall calla.ryr Yieel M 3. Type M eTar Y M Weigle 0.U011a0 ed.3 sue [y,da A.C.Wee galet�e.eaetarAraflfs deal.tnmded ����Jmeeeut-eewe astral aenRl l b1'e�`�m Ile pu m e aerein peal abut M a voted no'bc pba , and shall M rcriliied by the ekctrinl serrksve utility. TM mmKaton of the gmunding ekctmde mnduaor to the TT• servue aline shell be marked $-N the Krv�m It rsment Letters and numbers The readdege alu0 M 'nape" grounding eletttodc dull M nude with two approved gm wgind on dx ..aide cabuYt don, eyes' the cap of the cabinet TT, e clamp. All ahcr grounding of arc equipment gmurding mndua.n thmughout the aYewn sM0 be by approved muMg..hall M Kew c wine pencda end black aumel allied grounding bdhinp aM clamp gb-pent mnf..g to Fedeed 5pa;ihcuwn TT E A89 MTe- dtrea burin uhk or sated Wumwlwn du ins u 6-T0.3RI) Field Ttal jsteeped. ♦ aUpp,,m,nw gmu,i ..forming w deecih N the prwr in mmPlmon of the wrk.du Cotanunr shall eauK Seandard Plea aMR Mw m w alfted adMot vela light standard Jr following tuts to he made u, W akmi,ad einuiu where .e Itimbtt,Heel,or mwrac)as detailed in Lite Plane. ".I opnung robg: a from 113 veb w (-00 voles other g'a cablebcableshW M MMcd w steel -rem plu by then direct bitted mule.on in duepreevs of the Eangawer. mans off.a brute) surely mnnacd M"s^In aPPr°ved ULoI1 1 Tut for eomwudY of uch'Imud meinmtor vend is Mrdme lug on the pies � Tut for gmunds in men cueun wetwh shell eensut of At points wtc- shield$ or shielded mndueton am tie ph'..1 ecamtnation of the k• h w o^ rns.m S gmunded. Re, shelds sMD be null, worsd and temnmated on that all req.teed ground lump-, tf"Y , and r'R eppmred g dundwg lug- appunetuwcu do exist and art maM.11Y turn AR Knit fight uavdards. ag..l pe is and usher 3 A Sq voh m road'act on each t fla.dardr o whkh e;ectrcl e9cpmmv h awuvted hall M �mrdupor and grouts wA W snatch hosd D.u,ween Panel .. '. gmunderd w a mVPm Wd mneltir ground rod 51e' m board,, fee holden, swadees, rstepuew used duce ter s 5.0' fv frog$, mmplae wkh a gF AW G Me, ovemurtent aerie.as plane and all rtadiop recorded trapper buadi.g crap LuraKd L.the..rest ju.uw.bus. All The Conuaaor shad fvmuh the Engineer wiN Nnc sgval meavlfer ubioets used be disenste, ssrke ubwetc up.of the test-sub id.tifyihS ubKrved nYdinp eha11 M gmuvded w • 519 u d'umatr x 11V u 1,.gth wiN then reprove cimuaa mppet elad maa0a ground end boated in the a.rot Maggm te tiog of inuenuuuon cireub, wben jY.HI.a bos eahh • hen ropPer M.dmlt nfap sued N dunmine mntroh MI Mean uuulleu, should he amurdese wish the phvs, sp2ifuUons avd appfirabk prf.n$Yd on erdrvdul eucmu when Mlum art mu cedes. ueulled Grouod nds use m.rld,,,miKNbvmeu item$and all TTc UMUL w. .eautanu shall rot be less then arts art w be i.cluded wab the syerem ter med,xto-. 6 meFNns b� meduane and ground .n 1MK Grouted-rap art ako—efiaom's ae'unleee.sepnk ci-ub wma,latal aingk .duvor wngth of 2.500 feet pay W.d seesawed ie We"Sf MdYk of prku.' and oYm mr lets the.S ne,eluN for dwK cineutu b30.3(10) Service cash s.Sk o duets length of lua than 2,500 feet Power wutm an ulne !$lane art sppwwnte en1Y. Any Mnv n 0u above arared re.um re dmp a tea kutwn will he detemtaKd u the Geld. mart M approved in wrung by the Cngmner. Only _. tMK faann based on diessextre, pmpetie of mMuanr inukdotu. aplrng resuWwna. latest., } in sump a,swgs,etc,will M eause for mnedc-w.o f a Yaynds a A funatoeal test in which a e demonatnted that uch aM every pan of the syseant function u'Penland or -Mcawnya$e.un intended M-w- Pape-Sp 110 Revin,n:Date April 26. 1993 Z_ G� 8.20 Dlaninatian,Traffic Signal Systerns,and Electrical 8-20 Dlanhation,Traffic S4nW Systmu,grad Electrical For the.....bdu.fIS vole m.I excay i.ul c u My payer that art damaged due w W Contruwr'.eprMoea bop cucu" and W duos burin cucutu. W conbnudy ones. .hall be repaired or re da d M N' nntbicbr".eveuc,on the „j ground tea,and(wieu ual wt man be perfoemed.The mcggrr Mtufaaioo of the Engero r out mnfuming..Wuon muuxe of ewe ka.den 2 mcgohmr Light aundirds.hall but be erared on Concrete fovndabnnr w ground alell be required Tearing requven cmi for induction until foundation.have an M last-t:hour, and,lull he raked bop rieua.hall;w M noued in Section 5-20.3041D suffcrendy to be plumb after an bad has been placed, or ae Any fauk b any muerud or a any part of W inaWLuon ofb Cow dueled by the Fnv..,. 1 eeveakd by the. teat, mall be replaced or r"'red by Ube 61rp a Conva for u a m +ner appymvd by the Enguwer,and the ume q- ea mMU be epw d urwl m fauh appeara. , h W.rg-tiend.d-Ktiaahee-b..- �3saeMa4 N.aR� _ .. 9'. Y.e J+, } M e A. hp pla e -11 be 'I w b., -.,0, i. A.e-oar iy. 3. Anchor boa .all emend Nrough W ur, heavy ax +6nxre.eterark nut two fun Thread. Y�6 gm ee, No change to .bp and gr, eperawn will be 4 ,hewed after 2 p_en on any day nor win 0,cange be allowed d on FriN.weakrnd.,holiday..or U.day procding. a1W.s tA.am.Fi'M .I Red p6" -..,e-orraeeuearoly-r6k v6'bryw'wwk2sl".e 1. Regewv fur tnlac 4J sn r N tl M erdderM weetmgmyyrgMewanieF Mel a pee-teea r iupacdr of WFW vj%M W Wee 4 gq,r,.S.IvM pace. 1'.1'K1'f••r' 2. a dtwrevym: and deM1cimris man be eae.sred by W roul+Kbr sad. pe prior ar ,oadj.,�Ogrud N.0 m doe. d 1. f . 3. Rw for YJ burn m.tall ae be eaa d m W 6. rancho,boa damaged Met 11e foundation concrete u 4 e4a«:cal.errire w W uee.etion V Are rro.d.d and place .h.n not be rtpird by bend., or weld., au bam rsyud by W d ,,e abbey. The Contractor'.rspav procedure a to be.ubmAed to A. AM wet of rt D.aorgW a.w,adle.ice b. the Engmcer for approval Pryor w making any repam nawiM for ep - TM procedure u m uwlu'e enwvietg the damaged S. Chaoebaarim.,ire eUeuoua beet 4<.mp.etr rye pmo before rarrru.e a.gaal tN r da.. Amy drleooar poyean of W Achor Wit, cwmg thread. on W of caWiuoom pro.to Con r raw M.pW m urrd b.W undaaged poruo. to eei ren. N m e .ullatwn of rn appmvd d.eadat .keve nut Mud mud, and eparrmg J. Cm Nev.wha Wide,pan.ad inaorr pmm o,ma W foudmon wkh epo.y conerec y repa .araug al eta.ugaJ aaead. ]. Tha grout pad &hall .wt extend abuvc W elcvMwn of 8-20.3(121 Ptin4rrg the bottom of W dnp b..e All un ued .all be done m confomunce wU, g Arwbor bolo man a installed plumb, t 1 degree Petro g equ .ppLc.elc porwn,of Satan 6-07 .r N�edu.adndinar.a poor to p.mung.an galymoted.urfmc.,Mn M create a valta .pained in&Now -0 0;31M Sectimi W.30). Wig, i Cmareller cabinet.Mall be fmnhd u..Wc w%,an.ppmvW nmuh coed of eaericr wive meal aumei and initiate w.d an .prrovd Memel finuh,light gray or aluminum in cobr. If h fmuh is damaged befoe fi.W umehatior. W E.g., may requ'uc fee panning u followet. Fined coat of Formula A4g6. maond and third coaU of l�i.reeadu.s- FomwlaD-1 61 MuiF•_ _. _ _ O.Ivanurd.tee! aluminum er concrete light.tandart•t and Ium irmes.MO ewe be painted 6-20.3(13) Dlmninulion Systems ab-Fiti t be 3 6-20.3(13;A Light Standards �e Light standards Jun be mdlod.Mn leading, ..u.dwg, and ending in .each . manner tat tbey .nk not be damaged Peg,-SP-1II Re,mon Date April 26, 1991 L_ � dow .b20 nitmin►tion.Traffic Signal Systaa9.and Electrical 620 lH mksatioo.TnffK Signal —_-- Srstms.and Electrical AD h.dwue Wks.am,arga.,wWsn,m.)rwdw a k campMe the pda0ars.W Y4iMU V. t.P.ftdaeideam far pnw: .. wamnmevd•e^^> Ike caarr'tor sh a apply N In"a a.g.1 1 �.�.man-eraWbenr�F.&<enA+.a-H.der:bur+he ft.0 d eve Yea sec .h pan. sA Ors billow l 6a.dasditknr tmmaire or alp" pale wash Ww"k. lice aba sad _ wpvmswbwsnal-ing amhn cmbiesda sass Y aa"sd g die SS rest keel a `+^a the pok f.c+W appWrram,b•A'. tapads rash M srand well wpar.a �. r�MMM Y "I' wes.b a.d ahn.iaet apmre. lye dual gmhas shay be t sl F bgnmmsaa^•I+ar man win taYY and.w- sah+esaA I inch knead as bwnvane+weeae. •biri bac4{romd. llr I.U.aaesYr wm he e.'god u } bamas.kareiatr eak line a ski sad a Me cstaae es faoje.A see COY All sew ban,Mwdard.Aantl Y numbered for W.Ufiubun Lr fit aaga.r^skies.to axo rosaa, wad, the pane mina punted 3-mach M h aes C Can for e de M als ap he rse d �idwa to leapde ve tY Yee f cin the travailed cesbaH Mel. smash...I"Mla fat abo B Light standards shall be spun aluminum dsek era and way. print aMH Y back ..I akYd gam. conformint w Ah.0 tom the link devil req.i,..b wdtuted below and om pcdar.l Speclhrakon TT-EJa9. - .. in •mina maker pairs. dsc Conuamor skill provide a the dThe ale a the and be thee dedspecifications.it matmum burin of 10 percent of den wul pole lentth plus 2 fen The pole .h.n hill be pcoyided with • r * e• nmh nerd.hall plumb or rake the plat as dimcted by the Enawcer hand hole"err the base sad a matchag meal myce..red The hand bole shall be nested at 90 degrrggi to the disk With staaleas steel+errs or will arm oa the We awny from vaffk. A grounding lug or not The Pak shall Y adjusted for plumh after al needed shill be pcoraed a the hand boa frame a. inside the b.nd equipment has been im gined Henna. After pole n installed bo th I le fr..,of inside e poll shin to.loch a ground banding and plumbed. c au hall be tightened on Anchor Wks miog f proper used w,ns. open end, or boos w he. Use of .trap. rt A per. pipe wrench., or cabs, tnb that ua damage All hole and a' m arms slash designed to mpW amaake weight o` 5U IM. or more and to Withstand gals•nurog wlU oa Y prrmsnM. Tnb sh.0 Y of sufficient prnsuro..,td by wind Muds of 85 m.p.h with gust factor face to achie.c adrgn.v wequal Of the nub. the -pace bawen the norm,foasdatioo .ad the bottom of the par a 1 J All Palo.sbaU maaua•minimum ufay force,of iJe base pate+mU Y fated with . dry pnck mortar genus sad pa.L an yield svmIVI of wegh as t kind and 2 3 ps.i,for back trawled to u smooth fmab coeformwg to the rovtour of the wend prerfure. pole bas:pate. ban Mar. Dq pnck marur grant.hall..Of of a 1-1 mixture of lls dark axle arm shay pcorpnnte.5.9. .dam bade poraand cement and rme end wkh lust enough w.w w th.l aa•n .hoe Me caseeaae of tY sbsa. the amines the mixture will stick tognhr,ea being molded into a ball by a on,sag ah.a as aeaIIY Mee.eaal ro .1 .M.f Mnmam h.nd..ad will rot exude cocaine,whm w pr.red. A one ad shop Y hrwYd win,. I- ro.mne,rkprme.With s her inch draw hole+hall be" a the amain of the grout a waam taath of a kelw m fie Me Yry I spesibed. d as M.ov the atavdaN detail. TM peck ad el the",u are mY""be faaaM Mearel. W a Me top or Ms sash pscdrag s n Wh jaat Wmb a"a g-20.3041 Signal SYstatu Parts.' All signal eondurton$hW be stranded topper and sh.11 Aaasr agar- we A o pre mmr Yr at adpaab.,W sec ra.p tad six. Is... 600 can assuation and be of the skn noted on the "Y Mewed u the,nwer ad of M:sYa.o thn tY box pans. AU muki<andatan used for far s*-I'"ling shall J.n he copdJe of rbomes as as Mind pow tY bo dW conform to daim.0.293 sad akAU be of the six.noted oa seas n Me align r h YW d pant. The ban MY he the ai,"l w:rafg rheduk and sriring dogrel.. All branded "siW wish fors rimed or esngi Yin a cast she .'tans tama.ted.t a terma.l black.hill hiys ac.open end. .. sacker ash. N.cv.en case se'.id .06•al pole. crimp ark.nderbss saasant mmenor.and all solid wkef _ Anchor galls' par Mod•ahor hots term Gated at . terminal black .hiU hive an open end rakn-,oYk Y h.okhad wtM do peck, AaMor YM gash wm,,,,hrmh.1 conortnr. All tnmwaa skill b•installed can, car rgprmmr e.f Seeds p4630) and t06SW with.tool d.V.ned for the wulaunn or the corral type of lY anchor bah Md paw*A Y aww of against the o.nnsetor.ad crimping soak piker.wke runts.ere.,will npl .sedq.saes a ere page rhAk g an yaw pain be aLk1w d AU wiba,aside the co stroMer eabaa skill Y The Monetarist. ban nun that all anchor Inks conform trimmed aad cabled together go sake•pent,clean appecriV so the raremmended A,3"l speir"w_ of the pole aftabauso. No splicing of nor f+affc sign.[eeuductor (hall auau fa,lo,n and shall aeon and .bash to the Car for be p.kA mien, gtbarw's, l.dicabd on the perm. AU .ppco"I all manufacturer data ov pole brodwg moment, cooduclor tom shall be .bushed in appr,tpri.v sgland avebar book fsbriuwn dam,tat results sad no,other d.0 s.maal lased wkh Vrtuurt type badag lit v. The only ithat may be repuired to mafum that the...bar boas tom eccef j w sban be the spikes for daertor loon at the oe.rlsl these apcif asiom. junction has to the bops. h1Ynl.aesg Hardware. Page-SP-112 Revision Date'. April 26. 1993 L_ __J e P I i Is 40 11hemination,Traffic Signal S)Stens,and Electrical 8-2011haninatimn,Traffic Signed 1 Systm¢,and Electrical Teen C — A megger test dull be ma&.between the loop 8-20.3(14)A Signal Controller cacao and grounding TM sulatame sW1 equal or exeood All eonuni cabins and wound equupmsm shed be facmry 50 megohmr wired ready for operation. Feld woi,will be Loused so placing If any of thr insuWunn. (ad. in par -11 tots, ute loop .must and equipment and d,c curmecuig field wonong to field mrtaWtmn or Icad m cab de shall be repared and red nod sun, termtml Arpa. All ..U,, abuaeta shall be thnaurd on a then ousatod Wu,.,seal pad Ile Coutsarlor sbsu keep records of feud testing and sba0 furnish the engioees with a copy of the results. 8-20.3114;C Indiction Loop vehicle Detectors Inducuun Iuop shall be o mwcled as petaled in the 8-20.304)E Signal Standards Comm,(aml the following Traffic rigml standards d,H be fumubcd and vaulted in I Loup w er-hall conform u Saaion 9-29.3, accordance want the methons sod mamriah nos th the contract Lead in cable shed conform to Session 9-29.3. and Use blowing. 1. All dimomiom"onenWions will be field verified by the Enrmeer Prur u fahncation Z The sgrul stand-up component idrnubtai o, -ball 4 lIus,h loop shed be the size and number of turns conform m dcuus to the Plana WiuW to thc Plan. 3. Du,anneet connasan compksc with pok W bracket 5 No loop waWwn will be done in airy weather cable sh.0 be trsulled m soy aW, a an'" when the pavement u wet -uppotmg a lumuuue ig,mse-- -waaeg�say0atwr o. All saw cuts$hall be cleaned with a high peessurr bese teuhsr sad dried with 100 psi minimum air wsiug. p.es-un, a the satisfaction or the Engloee, if s-affc u 411-wed over the swrut prior to wive h.saWtiop,the sawcuu shall be clea I" aved again, eid.este..-wdeaeeterr f -- 5 All pole entrance requued for pol mouoW $gut . NMwaN-aver-Me head+ cabiwa, signs. ppdeation pth bumn to ssremb0ea,is,.-hall be field dolled. �stahv c Damage to the gslventzed pok surface resulting from Wtrmg .lull be installed wish a hlum-noted wooden field drilling shed he repaired wait approved ran,rich wedge pamt 9 All lack shall be removed from the wrong pnor to 7 Ficld welding wit not he allowed. mmslLuon of rope. Itinha m wring or folding bask of 8 All tenons tha0 be factory onsa0cd execs.wiring will not be allowed. S All welding abaft be compkej prior to galvamrutg. 9. S-wcut sealant aha0 conform to ASTM D 312 Ty,4 10 Fmmdamons shall he construcW Onproud, the pole stallions sns nay be used if approved by the mrum.sumn nod-in the plans, Engmeer 11 The Nit shall be plumbed after cgml bud- ass 10. Sealant shall be applied such that an bubbles or Inam wuliW will not be topped in the n wcm. 1_. Tine tpi c lwwono the b000m base plate and the cop of 11, Splints s0 Imp return ,him shall be made with fn..datnn -tail be laded with grout, wish a 3/9-usch moldered compression type num,mrs plasm,dram tube 13 Author hole shall be m.mucd so o ilm two NU thseada 8-20.31141D Test for Induction Lops and Lead-fn extend above the tap of thc.base purr. Cable 14. The signal standard and its fabrication -ball All tests deli: � perfurmae by Wes Comnetor m the —10rm with all eurrest Wuhugmn Sate presence of Ilse E leer L+, each bop. Th, seats ahau be Department of 7nusportnio0 Sigel Standard Performed at the ampi,fter bcatwn after compute wu i coo of Specifutiou and ...rest ",sppro" pow by the bop All cow aaaocuW with rating aha0 be utcluden in the WSDOT. win contnet p.ces of the reslaerLve bid aesnn. 15. IuuWt' 1 '11;.da and Dogs-hap be performed Test A—The DC roamutee between she two kW-m cable wdh Proper shed socket, opes end as ban wise-will be snceaured by.volt ohm ureter.The noontime na0 wenches. Use of Pipe wresrbmi or ^lees an, net exceed 5 ohms which no data",the gaha.iution of the aura and Tat 0 — A mcgoh.n mecr test at 50D volt. DC duo be bops will not he permitted, made between the Iced-m cable -hkb and groundug, pnor to Trues shall he of a sulruited size and nrewttb to ronn..O to grouodmg ThcLaeauance slut equal or execeI Whkve adequsu turquing of she out(,), 50 mcJob.. Page-SP II.1 Revision Duey Apnl 26, 1993 J �20 Olunidllon,Traffic Signal Systerrus,and ElectnW 8-20 Dlmnirution,Traffic Signal STstems,and Ehntriol f Signal sudsnb shah .rot be tamed on -conaw, ssas —_ 1 fomMawm until fourdgion-h-ve sit g lug 1/day,and have sasvad n0 percent of deign,suength. 640J(15) Grant Grout shall confomn w the roquuemsOt. of 5enion Mew _ 6-01.7Q61. Ma the pole is plumbed the spar bdween the Coareat, feu idatm aad the bottom of the pole base plate as 'r.v'wehesssr ^^rl`e,w,�Pra.eiarMe shall be filled wbe s dry pack mortar gnu, wwled to a All coati car inacallmduu mrwrnu,g bslb signal and smooth fmbb conforming to the Conmur of the pole base R con W.- not,wising gull be mcloard to toe await prim far toe Place. Dry perk mortar gram shag comet of 13 counun of signal y.uan Portland srmeal add fine sand with just though caster as that All aW far installing junction box. containing bmh.the mbturt will stick mgeNa on hewn molded men a ball by aglumwtion and ssgvl wir;,,n aWll be ucluded to cocoo..Issued and will tta exude moisture when so preaaed. A "ne paw.for nc s s item half inch W'v Y dnI hole shag h left I Nit Lottom of the R nil pad a.bowie od the standard decal. The unto pasta for the Gems fOted hebw sa'0 Is, full compenuciod far furnbbine and iaslaf4og each adv.ttl fur 6-2bA all labor, atavts, cash, equipment and costing nesasare 0lmstrranent aodlar iocidmW for the full ins v t pMe imtallti,o as per N'ha'b"'as i-mP sum I do Plans or u,the pmpnral ss the to-"at Plato.deUc sheen aad these sperifrnum, dlumwwn moan trait ug.l curtsy and do ccua J. "Trench sod Backfn........"wqe b. .........day, rvnem o, saRc.iplal antral 'pram n - Tw per liana fat, urn of m..navis t will apply,but muauremat w ,Mtoc The u'k an1rM pair f., till'Trench sad BKkrW'pa sum local of-0 age-far a amplde rys"rn to be famished ad linear four aha0 be full ampea.tsod car,«rs,ating.Iadiog. irlaca0ed. hauling and Otherwise dnpmiog of the vote material, far Conduit of the icon and dlamdcr spaifed in the Schedule backfining sad compacting backfdl aterlal W specified Of Pries wld be neasuced by the hoar fat for oc actual near density aad far the mt.,stioo of the trench m as pr,i tiog We length v, place, :ml.k the coact, is uwludl m a coadhioo or as, shown on the Islam or a directed by the i0umintwn .lat.n. signs) y.rem, or o,her type of clarnc.l EMineer,all in accordance with car pleas,specifications and slam lump mom bid i,em. detail sheen. Measurement for unit price it..ball he a described la 6. 'Select Trench Rackfdl,'per coo.(/)'Sr o,Trench Satins 1-20.5 or is described in the ena cart schedule of Backfdl•'hall Coasut of SIB"coma ached strfacinm pie snd,m,'Penal pa'ala. top court and Mt unit per too price shall i clude all Costs uaciactd with funbhmS sod mussUiog the 8-20.5 Payment material sod Imaging,hauling and disposing of vraste meta"ab. Palma, will be made for.ch of the fall.., tit ,moms 5. ........Fouedstv..... •per Barb, that are included to the po,p..l- 6. "Tyr... Junction boa.'per each.' I 90ummawn Syaern lump sum. 'The unit per each prie for (51'Fbdnda,ion" sad " "Traffic Signal Dislih. r 6pabeae Ya c. (6)'Jututbo Bar' 'ball be (call agmpasstun for full and Wrap mum. —' Complete laaullsa" Per the plain. specifications ad ddac _ Ants ucluding unclrina each item in a flubbed aardr The him, mum contra price far •Wumuution System pad whib sk.0 be incidental atlas a .,pars" par arm b aad`T.M,5igeal P.,k-cod.)sy.ye,egyUem included in the Schedule of Pries far'Coaa,me Pad." ssd,-Trelfio 'g'v`'6oeaal�Yaau^---=.+bW be full pay for y "Concrete Psd;Per spasm yard. fumuhinn W 4hor, mgerlab, ur,ts, W equipment noc...ry Meaurtmcot for fT'(:docrde Rd` shall be be We for the audn ton of the campite clerical sync,,mrs ifymg square y.rd of ..dare sift eaebed Icimire of an oM eluting yMenu. or bah. u ebmaa in the puns "d berm, sub ractug far the are. of the Patricia bit- or fou.dgion -p ifsad mcI d.g ea.vu:an,backfiWng,a,clde faund.wru, racksed aad shall be full ampemabn for full and complete condul.wiring."goring fadinga d.troyed or cbmagM eurmg maullntion as per the plain.specifications and derail sheer, mruumwn, salvagmn aauunn —aerials, .nd for akmg .11 R. "......-'Schedule 60 Canduk,P.V.C'."per Wear o,quuec UaU. All"WasorW w,ersals said 'labor. no,shown lu foot.' the plain or.11ed car h.ein cad which so,requ rcd to.»mpldc 9. "......,'Schedule 90 conduit P.V.C..•pit linear the ele'ud l synso.shun be mclud m the comp rum con,nn fog.' Prsce • The anb motraec prim for roodah -hall include all Coadab, atpLm,, ou,,era. elbows. beads, redaecs, bell ads,6ublags,rand...otba materia Ml l, iota or equipmentequipmentPas I -r�Is. .a(Wlyaelen-hnwgFmg naas'ry m complete W' iaaulutbo of the aoduh. PagoSP-Ili Revision Dwe:April 26, 1993 i &21 14rmanenl Signing &21 Pmmanent SWning gleuuremms shoh be by linear foal from and of coodua to 26.'Emergexl Vehck �premptlou detector:per each. and of conduit u measured from the top of grade along the 21.-firsdixes discriminator card;per r>rL. middle of the trench •M Wr and adding s imi meamr®seal 2S.'Deanne amplifier.'per each, at the end of each conduit run equal to the design depth of 29.'SVM light fuse 4h;per each. the trencls. eo pBymant ahsu bo made for Wd'aiooa!conduit 30.-pedestrian push bum.wish lip,'per each. used by the contractor due to boAmmal or•ertiral weaving 31 'Pedestruv push bunco pool,'per Bach, e.f me coodua within the trench We. 32,'Pedestrian signal pole,Type 1,10-feet:per each. 10,•Strest Light Standard.........per rich. 33.'Relocate luting....—pole"per each. l I.......:woR..,l.umieaire and lamp,'per ach. The nand per each prke for 'rehocav sating ....took' 12.........wait .Luminake Bud lamp with phomcel,.per thou be fuh compensation for semolina the look from as Barb. acting foundation, reow•ing Bud al•agica or rs'ins"odfog ' 13........AWG....copper""s:per War foot suUng equipment,plugging holes as ret,ma-ed Bud iustarling 14 'Senke cabinet.'per each. the pole on its new foumboo,o and shut include au labor, The unit per each price for t161'Serece cobtaee'thou be tonh, mstrriak, equipment and Bay ether a aeraaun full compensation for furbishing and intriguing the cabinet mdlm, incidental W complete the installation lad make the and for re,,,, ataodoRs Bud any other materials, labor or dertrksl equipment operational an in 6crnrdaoce with the onto associates!with providing ekcirkal seeks,as required pi m,sprei ic.W.and dnod sbeela. by the electrical utility. the contract plans. details sod 3d.'R,mmresbtiag-......Fo..dadoa:per each. -, specifications sod out u ludd as uparat r Par arm in thr The m.n per each price for'Resso,e ahtir.a foundation' Wnuf m schedule of prices shall be full compeavtiob for full and compl, rvco•.I tad -y 15..........Sg.]head.......'per ash hauling sod deposal of the foundation. .11 16.'.......Signal head mounting hardware.'per,lump sum. 5-21 Permanent Signing The lump tom price for labl'....Signal had mounting J hardware' than be full mmpeosatlov for upplying and tmtalling W trafrr or pedeavu° signal had mounting 8-21.3 Construction Requimmmbs hardware in conformance with the plans,sporifrAtima and desu,ow, B-21.31d1 Sign Resnoyd annu took mee.med "we r!cox...."s..."a..",and Where thorn m the Plans or ordered by the Engmem.the moubibj hardware.'per each. ewtmg.,got and. ,f to uWmaled, the sign snuetu s, thou M I 19.'31 ahW bop recur°liable per War feat. =.., l9.•31C ahN pre-erosion ubk;per Wnr fool. rtmavW hY Nc Contractor Where uWie4W, the Cnmractor 1 20.'..:posr shW inlsreomert cable,'per Wear foot. t'a'j ino.' wncrdc pcdatah to a mmunum or l2 a hie 21.-Traffic tgnal controller and cabin:per tacb. below fmuhd grade and barkfdl he lak to the sstalwNum,of 1 22.'Tcaffc signal wire,'per lump sum. site Engineer Whre Nc eaaung .,go post as Located "shm a 23.'Signal standard.Type....with..:foal most Arm: siJcwlk arra,Nc Cunt ctor thou remove the pox and fuush the per ash. Bra 10 a,o make the atdrwalk mnti onsto Wood tgso,rood 24.'ledoetb°heap rehkk detector.'per Wear fool. argn posts and wood avucturta shall boom—the property of the The unto LIT, r rootmourl Price for (24)'ioductloo Cc' loop vehicle xm desr'thou he measured by the Wear fee of Cal.Mmi.,go,.mmi full depth uwtut rpu'vd for usuiWtion. Ile or, price cp pnsu' and ^Mal m .od members shoo errwn the p^'pc^y of the Slat°`cad lull h rind➢dW.as specified by the shBu be full ampeusatioo for lull and complete tnUll, including wire, salant and all other labor, Bawertah, tools Engu cs, a the hratm. dcaognamd m the Sproul Ptvvaiom sod equipment requsred m complete, the install. inThr Contos mr shah' diussemble all aandges a rsaavr she _� accardaac< with the plan. specifications sod druid sbeeui. winSncam.Tix ngn thou he duusesnbbd u lurk•rnsrurer u The nano peke shah aim include pro,idu g and imul dog w Ia.c Ihem u B «usabk rosdnrm. Wlrm ord sd by the { '1 coBdua tubo.b and tuWerd splice,spike,W Imp bourn PsY�nar. the aigoo aW wkWbeam-s ahW 4 bundled and cables unless legantr pay items are included W the contract sm,,ed to pallm so Ncy can he handled by a forklift. ab,dule of price for then u er iamu. Swcusmg thou bt' 9-21.3001 Sign Lighting considered mctdenW to the Imp massulbou whether or not Where indbW is the Pfau, the Cuarraclor shall there it a separate toy hem in the contract fur awcumv furnish and install exsremal xgv hlumalsom equipment Sig° Macuremmt for a standard 6'x 6'ladoctbo bop thou Ire U h mout,tino equipment thou mebo a fixtures, berkm, Wier feel. Swcuuf a for Imp 'Home runs' shall he done conduit,clecvkal wire,and other material required to make such a to muimke the mtal War feet or sawruuing the sign hgbting equipment operable. The Caetracmr thou required by m..of proper bating of boP MOM 'Sluh- ivkeryt skcvisal conductors sod make Bppru,d conductor our,by dkerl roaring of"home run'and by combining up split,at the barest jurtio°box or other source of power as to d pain of hoop wires to a sigk'bume rug'uwcut. Imp mid in the Plan. 71e(;ovvrtor thou demonstrate to the and 'Name Rua' layout thou be Bppro•ed for the Engineer noted the complete and satisfactory operations of each and before sswcurlug eaker place "re)Ightug fissure usd lot times illumination 21.-_.....Spbc<Loa.'per cash, Page-SP-I15 Rm.,mt Dom: Apnl 26. 1903 I 622 Pa,e,pe,tt Marking g 22 Payment Ntarkinq ro.dw-y. wuh om w-i inlet, Use fall WSr au re m tM ,M21.3(10)A Sign Lighting Lsanirt m dui .of laud,h.0 be YELLOW. Sign Bgtttag lumloa4a shall meet the requirements of Sertb.9,"'". Downed Erknsbn Stripe ' The sigc 0abu a og lux alre sbah W rupp.td b • A BROKEN LINE, 4ineMy vide used m Nude Iwbtag bracket assembly asdetailed a the S�.d.rd Plam. rebid.arough er arree"han & C•m on.Tha broker he T lumaai".ha0 be tend by 3/4 uwh r>:6+ad module. paem sill bebud on • 6-foot pa,,,,,ae�n eonnabng of Th ho e maximum riaontal ,'•e" of aig. 0ghtag S-fooi Imr and. :fmt g,p Doae, arennor stripe•lull terlumioave fen-m sh.B oe 16 feel . .. .. End .Win f n the ume cob,as the bne h u e,o d,g Ch ol e tside torturer the edge of the Sig usual he one half Of the -Wi-C between -djxrot rm.r S,winr, bctweaa 6a.e`6bipeApploacb Snip A SOLID WHITE We,g mcbe, eat ,Ajacrot futuret aha0 be noJorm. wide.wrAys{tees,ar If Mo or mo" eloso, spxd rg" a the ume to dehn.te ' earn I plan.as.rtructun, it eba0 b, peenl+sible m trra, wen fan. from arough lux-. for t,ff� uknd,. and Ior the Waal u — Oak a order w ettab0lb u fform tenure huh mule.. •p•tiog-ad fight ke,h. 10umivtd .fans 16 fete 0;aehn o1 Ids in -old, shall Lae,Stripe kale Coe nature,and Chose widv then 16 feel 0 iorhes shall A BROKEN N ' hale two or own future, a aeeo. 71 a, low. 4 inch. wale, he dance with the -bore d<w.0-dycem fan.nnveWng a the ume doaw.,on.The etiera or 1--OCwn i he Phm. broken or-slop-panemf.-hall!e ba•ed on• •^• foq A. hoa;ioC swtrh shall be proeidd a the lies side un-t consuun of• rooduelon, mounted r.',f the -boutder m deeoeMire all g Nap line.ra a 39 l°"t IifoOt luminsires for mLntenawe gap purpose,. The switch shall be +agk Will eagw throw, or doublr.pok, fagk throw a Drop 4nr$1ripelSkip ApPeoacb Lael - aecesYry bopen,0 mnducton m the Iumiu.ir,s other th.n A BROKEN WNfrE lm,, s uwh. w,dc wed to aes-tral,d groond moducton. The switch shall romain 601, dohn.te a are Out rodr- -w-a/hwap The broken or enk tervaN atrips on the bad aide with .old,rka, to. lu.'s '-kip'paten shall be brad on.24Kfm,unit m,.wn u req.._ed Plm four +pare lugs per -trip. The swhcl. of-94-(orl line and.151;Lfuee gap. g eact-un shall be led N^Stk 3 or better. Coodunon Wreer a the judder-bo.or Other an...of N -P—MW purer Ord the in lama,"" -h-0 be rude sad and the a+uatio--h-11 be nose 0nkd polyelbOme type USE, 8-22 Pavement Marking «�—�,•� 8-22.1 DeSviption aeee"iMe}.aae.bape Thu work .h-0 comet of fu,whvg .rid m3u:luug 71rtrBRBK P•+.,tent nurbngc upon the roadw,.urface a a,mdancr r th .. ehc P "Sun d . d,rd Plana.a thea<Spaif„uon3,a lomn, +AeN al -hewn a the C-tna or u duetted by the Engtnoer P- Cruent m,ekfnga art defend u fuwb Iw Way Left Tan Strip, Skip Center Slope A SOLID YELLOW hoe, 4 ach. wrdc, with , A BROKEN YELLOW kne 4 muohee wsdc.The broken BROKEN YELLOW [me. 4"etch. w.d,, .,p,,,e, by . or "-kip"pattern-hW be ba+M on aJbbm 14fup unit 4-uurh sps. 71ne broker or ".kip- poem sh ud s0 be b mmaung err.-1-Fe "Out!tin,usE,30 fa a 13-fool C., on i,. 24-fo a ur,m.oauu.4 of.-IPbm 9-foot!inr SbP arm.On k uad a center line&LI.Non o,,ram ub• Q h-t 154out spa.The lubd We.tall br inaalbd larw or three Lane,tad way highw,,. m the right of t -broken la e m uw direcam f uerci Double Yelbw Gear Stripe Barrier Strip TSo SOLID YELLOW leer. each 4 ouch. wide, A SOLID YELLOW Iae, 19 mcha wWn.wnt.sae,y aepar.led by . ape" Double redo.. G°"~s- cen er"ripe a uad a one rr'bee dy0 tion on m c, Cro w"Ill Stripe two w.y highwryd.a for ehw hrauan. A SOL Ill W HrE I—, R g achal wr6c and 10-feel FAA Strip. ksog, ""ailed Parallel to arsoU"e cro...wk atrre a .a A SOLID tare,4 wchu wdc,ued on the cog.of th, tnrewt w.y Edge Apes,hW ba W711TE.xfc tltm an C-erase,",ud Wallet m Chr d'vertion of v.frie no. and Page-SP-116 Re HUM Date April 26, 1"3 �I J �4f Li 422 Pavement Marling 8-22 Pavement Markwg centered in pain an In.Bees and the tenter of I'm. flitch-wile line whkh wJi be the bun for meaaurmmcom of See devil aheot.. yide Stop Bar of mooed mooedU a rIW .:application of paint 1 be applied o rely of rwl moreun 130 aggro (act p gallon ( pproaimawly A SOLID WTIffE lric,iP 13, Itl or?•inch- wide 15 mil wet Utitknw,).Thu mate ot eRewvely IS pWa of paint wd,"u Douce net a. as the Cootraa pant per mile of SOLID flinch-wide line.winch ew be eM bun of '.. TraRc Arrow owuumnen of YWW. it A WHITE marking unforming W devil u the 6.22, 9esditq Convect. All Paint mahinD rnd W lid extruded pWoc taAingt Traffic 6tlMrtwgend shall be top dreg,d with b000h Thy applicator rate of-laMwg A WHITE marking ce to , V -ee- M. RTV on purild markings aM8 be v{pouMt of body per gallon of ,i 4A,h-" .1 d punt TM Mad application.yuan dWl peovide a onnfoon neol grvwwe.r--A/aNirrge--brprnpeeeexuaiog alphabetical duvibwon over Ne coug surface of the martlng Buda sine krten, applied to hot t=WM pWuc ntametal vhlk m the tam d Wwlvdtseaeeq. of W the Fm a Pa. gay on the roadway.Bads hull be appBd to pant martmgr a the1 ngisoone .be8 the same Woe the paint s a,pld to Nc roadwa,. hig+See enatraet puns and devil shear. 8-22.3(5) 1 olc tat-for Line Stripes Handicapped Perking Small Symbol ABow.hk mleranw foe strip-are u folk.": A WHITE marking wolorm'ing to devils in the Length of Stripe: The longvudmil accomuLative error wnNu, a-404am 3a cot kngN of skip %y+ dWl net ezcecd plot or menus 1 veb ,,. Preferential I,oe Symbol Width of Seeipr: The width of stripe abri rent vary A WHITE ourkmg wnforming m ddail m Nc mart to..plot,or mire.Ile inch Contact Lsoe Width. The lane wtlth.vivch is d.:fmd u Utr Railroad Crouing Symbol IaUnl width from the Will of p-vcmmt to th caner of the A WHITE nurkmg wn(ormm6 W dew- to Nc Lane line or bdw<en the =Wr) of succouive cane W-.Contract. The keen vscldd to the railroad crossing gall not vary ham Nr it h sbov . it U¢. Contract by vmbol shot wn(omm to the FHWA publcation Sundaed remrc Ulan lilacck minus a v.A t Frei Thiercent A film of forests eckruux. em P.;habit tar Highway Sign. and Rvcmrnt Markings for -ceding 10 Percent w01 bo albwcd for thktrica,or ykb pmpunion to paint application Cycle Detector Symbol A WHITE ms�kmg conforenmg to devils to uhe 8-22.3(� Irasullation Instructions Cunvvn inmluoon insmstmn. for pWtic markings sMll be pruvWco for both the Coatrio mr and to,Fngvtec, All rnmir is Drainage%larking ehaL or msuliC4 auordmg the menuf.,wre" A WHITE marking conuting of a flinch by 12 Nch reeemmendwcns+nd grip of pWtk Pavemtnl nurL g making pitted at the location of.emu-OoNtn. 1 foot ouutde the pavement dgc m,sah o aa, .M.r0 j stripe, wed the 12-.), lengU, Parallel W the longitudinal Where sbowo on the plant or duaYeA by the Engineer. S sins of the pipe the CaaUKtor shot remove a0 no or eonflktiog gripes, lion, bottom. or marten as required to complete the 8 22-01 Paint Applimbore ehanneJesti n of the pmltet as sbowo ou d r plane m detail Two applewon.of paint nth be required W compleUrn.11 sheets. Thv work shot be e^vWerA u;idcoul to other Y Faint a r,'nterkmgs The tune period between Palm envlcauon: contract pay item and or !,other compensation sbell be wal van depending on the type of p.,,.t u follawe made nowt a uparau pay item or acme m pmvdro for , Pevaneat Type TSme'afod such remoest. a Boinne..Sods.Tr-tmru a hre w...,u be..m.. 8-22.4 Meaeurvnent I AgMh Cmnw Pvawn a bee m..30 dap meta .. Cared C..Pevamed a bra_ wo..]0 u r tea. Skip unto wipe. rkip uawr strap With oo-Paas atrtpc. double Yellow center strip,edge stripe,doped emotion stnpc, WTcre phn es applied on emwrllne on too y it,with Lane stripe. drop We gripe. double no-pau strWc, menible Mtummeu.aorfau troinneunt.the good paint appl mion sMll lane stripe,a-d two wait led tum wept will be mounted by the be appld•n Ne opporitc d.,toon ne the Putt spplkatlon liner for: u -Paint Stripe- or -PWW Sunlit.' The The fist appliremon of Pa8u shall be applied at a raw of not m-turemcnt will be loved on the br+eF/uwna. q.. a Mf+ mart U n 160 pwrc fed per plbn(aMrozuaw m lY 10 mils wet artm ratable sYswmratableav blc of nrlwsww applwtwn of three thmkau). Thu raw u effoetndy 10, Ikea per mtk of SOLID flinch Wee win two 4-inch secs. No deduction will be made made Revision Dau:April 26, 1993 J k —J 942 Biturtitnus Malartub 9-02 Bittm:aate Materials for u Va,o,a.when nee marking wyledea.skip line such u 16. 'Paintal Prefer o,,tj VM Symbol ryPr -.pT skip east, atewc. ,trip aeMer rt^P. with oo-Paa arse., War ncA ar,p,. mmibk rare a tpe, or two way lef, m a en npc. No 17. 'Plank Preferential Wa Symbol Type asheoo aril'be alkwmd w4.en more thin one We ear be manaR.a nth. w a'ingk put stwfi as atW ante rtnp wuh tar-pus Gripe. 18. 'hmmd Rsdnad Croumg Symbot',per ach double yellow eatuor PuVc. double ou-Pa"' anpc. maeibk 19. 'Paaw R elt,d Crotr Symbol'.per nth. rant WT.,or twP.nr kff men-.rrpr 20 'hmtd Cyycle Daedoe$Symbol .Pa ach ' GereAp^roaei anp,batreer wipe,cm'awlk'trier.Sued 21. 'Phauc Dtaeuge Markin[.M nth sop bar will�c 11 ttrd by the hear foot of nth marking 22.'Remove hint live..._•lid','Pa ben,Pout 23.'Rere r,e Pkak liu.......Wide,'Per bon'fore yp ' Tnfhc urowa will be neeuurd by Ua roil wYh nth snow 24.'Remove fouling naffs rice o for 'per Iamb rum.• - ..brad defuad u a unit. 'The I'22 foot nmrart price for and 'Reth, IO a Piet Line' sad 22. 'Remo,, Fissile Line' and thr lump hum a nntraer prkr for 23. 'Rtmoee nbbog trsffc Out 1 Tnffw kwrakR.6. hardaeappd pad0ng nail rymbolm. 'hall Ae full eo.npawetion for tymoeRI of asbtiog "fre prferontral lane Fymbob eaibotd etes'mg rymboh. drainage w,kiog,as ter the pluu,'Perirantbm and load cheer. If mae'cutgr. "e•ck desoctor, rymb m ole Voll be rarurd by the lbae pay Yeeva do sot 'Derr ra the re or r eebduk or na pre.,then the remorsl of old n marteeb"traffic mark(nge INea+uremmr for painUplutk snipe her r<neord'ball repuiretl to nmpkn the rhannd'vatvo of We polar as J W by the firs—(0a of'...',ride fine or hall be iocludd in be. or the pram o, det" .hats 0211 he ns'iderd that Imp Ittes Prkr for'rempee outing tn(fir Out ierid,otal m other Yaw m the notraet and oo furlhrr remprneatioo,hall br wdt t The Ok nanae pricer for me abr ne load bid Yee PRymen d�5 I 'n R wtery for furauh' .0 la bor,mob. ehuB be fuY em o cog _. hvment will be made for each 0f Nc fapnanng but rem' nuipmnt nertuary for the eomplaiov of the work u "I arc awludd ra the P itotal apOtifted. 1. 'hint Snipe•,pet lion,rout 'Mori,Strip',pt linear foot Try out woos,,pn,o for the above laud bed scour shell i 3. -Noud GanApproath Stripe%pr hoar foot M full MY for fumraheng all rabor. mob. rote ad ♦ ""P..:oaoeea y(or der a topl2on of tM It a apectBd 5. 'Paintd Benier Stnp'.Per War rout 6. 'PWn Barrier strip'.p,lunar foot 1 'hmte crotee,alt stop'.pr 8 'PWut,CrosrwaB Strrye' Division 9 9 'Paintd Stop Bar',per L... 10 •PWtw Stop Bar.Par lieu,f, Materials 11 -Pauxed Toeffic Arrow'.Per ace. 12. 'Praatk Toffee Arrow'.p'nth. I3. •paintd Treffw 6~1Lgnd-,par each 14 'Ptaah,Tnfrtrw.rUgnd•.Far ra,h 9-02 Bituminous Materials 15 "huetd Nadicappd Ns g Sall Slotmi'.p, ouch 9-02.1 Asphalt Material.General 9-0?AW Paring Asphalt W'SUO' Tat YYea�q Greek Maaed AR4000W AR.201)N Teat on Reridw team RTFC Nocedurct 209 eUeaMe Vi..,at IQ F.po.a 203 250RSIXq 15062SW I kiremem V iaeoory at 215 F dt,mu 2W 275 200 hvaueum at'n F 100a/5.rc,min 201 40 >• taear M Orpr(M1aerraae at 45 b F von wraa,.,a5 F ll.Memel 10 SU 10 Tea oet ariamal AWhuh Fkr�we(C¢vel'e0 Ore.Cup) F 202 ade 423 PagesP.118 Re goat Dare:Apnl 26, 1993 �l I r- ry _ 9-03 Aggreg.tes _ 9a3 � � aoluhduY TrirhlwawhYYas,g min. 114 99 G 99.0 'Tf0 ally be used but RTPC atut be the rt(erm malmd I Ungmal Pmrusoon as»ell u Penre abort aMr RTFC bas will be delta muud by WSDOT Test Mahod 201 Ij 9-02.1(8) 4a s, Loup swan`Unles 9-03 Aggregates s apsrlfmd otb the to e rnotrset or permitted by the FoSioetr upon roqunt from the romrsnor,bep Man, that be bul-met, rubberized nphat anent ICratro Imp 9-03.1 ates for Portland Cement COI Sealant a. app.-,d e.ual), that meet theAgR� prottsalion, flow and resilience tlsaif"noa of AS-rM D3407 and shall be installed »itb ao approved appbeswe in 9-03.1(3)E Concnie Strength: State Prayided Mu eoa(ormaoce with manufacturer's remmmradHnns. The ruw a sw r aban request and Orrin appronl from Designs t the Eognea for the type of loop sawn• W be used her., Gesseraa�aggespte- � iostatwg detector loops and salt subms atanufadura cutsherts or other data if requeyd by the Engineer n ceder W enable Me Eogncer W deeerune the accepu clay of the }��� -� snlan6 All bop snLam Nat uoly be nsuted to thoroughly reso and dry pavement lad shad be applied lea rooformsr•r wa »ith the method. r uuvd as m teen �I 1 N pelf the and minus of t h epplicatnn the all b mmp dh fill Nr uwcut arr:l, i enupsuutr Ne bop wines sod adhere N Ne patemml. T1e-eser»ue-eFsesssonr 9002.2 Sampling ,d-A..pstI Csane sagreaaw souren far use n State provided mu .••/ The aspbak supplier that sample each had or other loll deslgm that be qualified hued no their eriatite rtrcalb that is shipped for me on work under the jurb drown of the rompared to morrere aggrvI from Sttilaruum, Department of Tramportstioo. The umpk that mmut of WAStuaWo ({VSDOI nit designation P.S. ii l). tonesefe one quart Itwo or more quarts for emulsified uphati,liken that N made from Ne proPmed mane aggregate,graded m airans from N•m.lerill during or after loading, properly comply with Ne requirements of these SWir"AiDm, turd labeled, and retained for a minimum of is moths, When a"mbmed -ob the spaifwd Proportnus of cement and be requested by the F:mlmees,toy or a.l of these samples shall fine aggregate proposed for use with the mull aggregate. be promptly shipped W the Materials IJboraNr,, P.O. Roe For sggregatn m qualify for Stall prodded rLu 300o and 167,Dlympu,W aahwaton 98506,or 1655 So. Serood Ate., 4000 an.designs,roncttle alsenglb At the age of 16 days salt Tum»ater,µasbiogmo 91 out be less Nau 90 percent of that detdoped by ronerde _ ikrpradaeer-r 1bip4 -pee}aid.eyPee jI.1--fs4.d made from the tame lenew and washed stood and grad ayamp{r from Slemenum. Aggregates from use test puree and from stipptel —yam Sleilacatm shall ba of the umt gndng and he eoorrde shst Iwo Wised n the tame proponnm and W the umt aaeyvad 11 a-oe romillsory. For State provided rlau SW the required j d6f 1s minimun shall be 95 peecmt of the mxrde strength mmparec N the$tAII aagrgate. For pold.,d repent 1 Bs1e-/1171 01>.piat rourdr pavement a minimum of 90 percent based 0, 4 N'T.. ser,-Wsetngbsrpgeg} rc imal strength than be required. Metal quad sample tars that be rylindreal or The mess,of cement on"t tar the use of mnerde rartangular In shape with a W16 Web We sod a sere»up, admixtures will out be p,eminrd for the purpose of quslifyiog Cars »wh smallm bales, frietnn WP Pant ears, and ghts, so aggregate sourer. jars will not be aecepted. Ciao Polyethylene or similar Puastk 000reaetite rmtanm wit be required for em thifad 9-03.8 Aggregauc for Asphalt ComTete ophat Idessa-ation labels(Form 3%,028)for she asphat um 9-03.6(-) Taet Requirshnents •. Aggrtgtu for asphalt concrete shed mar the folbwwg ten Wit pphed by Nr DePartmrot o!Transportation, nquurmenu a Page-SP-119 Revision Date April 26, 1993 all ..r 9-03 Aggregater 9-01 Ankeg me ❑ref Aapbalt Ca.. re9uu mcnD lylcd m SaAoo 9ir.;.!'I l uM 3hW room M, I� A a D E F G (r ,by w43a f I ) a . � RM"bI It f etum aed aandoqulvakm requ• ri u hod Iw Note) m 3 lion 98J.8(2)- sr FwtaSr Afv. 45 s - a9 35 u 9-03.8(6) Pmporbow of Materials ILc mate-1.of wheeh upluh ..carom n wmPoaM rru0 be of .Wh .v . gndmg., and qua.true m,. whcn 11M ha<.'w nv,.'re ex.eu r leer orN 6acmme fee.on Woformord and rn M WSn " M" will pmduo a roll 90 pw.x of Wr rw.i.I a o e0 m eech cave ebc U.5.No. 10 end (owed mimum w w the requv 000te hrtp]m Me able can we..mew more Wen)'..of aw cam wwk. folb n )'rh,fwrww It9uu,roex.ere.i`-.r oe.f.ow 4c.on The P.. gm of aiurrep t of.w.oropk.ed dry mm. 0 19 p.nq of Ae mxnvl....ima ere w.h.ere eu U.5 No. 10 eM and irneludm mineral fill.,rfim uM. ohms,i(W.1 ml.rein Lows Wrn I pe<cen of We caul aeo k f9yu<ewrobMa<swr�l+<•w. --- s-seartr�a.•eNSKe.w S mare-.FYw.a.<w,.ww+.aey eoewe.,.rl.� ..e sizeDw.A ,lap tSaD Clra k1rP QaD )h frays lvpr®mn.at IIW tr/mcmrad fro tiers FaWg u 15 prcrtt W ae ,eau car Inrmrm hue r SO r Ia of V< NO 1'ePa,t WIN — r,aies sr a atl ant. U.S. Ne. a S,' Wo.q r/rhal one 3/<'.pv. IN - — ]w.rim yore or 3 Prrtm of IAe wtal umpk. — _ _ — 51W h.rymrrmm.r.,ISS,rot fnemrM fam M vrart — Im — 47x _ u SO Pv.r at tier c.MrW rruaM m arh rievt au US. No. In'eme,e WIN win in WN M,aO IN 10 sd.butt,it Was ant rwaiu r."Wu S pertml of IYt wwI S4 yrr I)al Ilfa 09-IM — — "-IM rpk. I.'sawe.e Wn S&M W42 45�16 WAS U.S.Ne.a — MD.n mewml ,.he, U.S.Me 1 „y PmducM aM rw:kp,kd !, ur ere U,3.No.10 3141 3IJ. — IS-a0 )•1A ]1.31 N—e)v.c u're o for a"I'Nwr, cexte[r W< fwrn.rt . wM U.S.No.rO Il.le 11:< IOD -� IhM aobe k 'eoe rd.—kebgj� apply r Me unr e!rotes as Alwn U'S.No 3m ),a•J 3.010 SO).0 20.90 3.Pa.0 f 010 cat. u uW fiam a rw apue Out h..ex been kard u pmidM .hove.We re9u,wmem for pl tMe co aM.M equive .ppW o re ume of ,xrvdvc'ev I„We odd wM o of W<on"pl.x. For upluh wrNrae -tau n, B, E. F. arM G peodaod lbr pgsrlie.of We suresaw m a pmlmu n me design are mug w Y-W..phak Irtateriala ud pL Lod to a dhtr Ih.a .whel3«.alrtl.—1,W.n.when.u cmmhircd viW,n Wr hmr eht wam mg oone Of Mo oavtled lam, do gradation for the rl fooh W 5,or'—9J1.5(0) eM m,ee, in We kuanlan rrW We U.S.f10.2Y u o ooei a folbwe deNgwW gwde of whelp,macaw.wiW We fdl...mg ka v.lue. M omducM M.rimuw Class of A balt CoarMt Nso' U 5 N. ]00 e D a P r.Wrw very.Ma' T l3 - )3 33 15 R."w M.00ei 80% l.Wae,vebr aY. Im IN - Im m 1m bif-70f Re:Yckd M.wty! IYL lyre Pr P a Pr Pr Pr Pr wwP'.r T. For the dnermin.tuo of S Rojtan Mu Dmigo, We Comnclor Ibau .ubmh W the lrglDtef'1 repromwlivt. 9-03.9(3)C Gndation-Rwycled Asphalt Pa,er mt SamPln of the.rum aid eg,ms w It mod awn with thr and Mineral Aggregate gndetun dda Showing abckPik stagger and ..6W. of Alplrk.o.c pun Wg.or old uPhak.,rood,vtihzcd W Ib.aggregao Produced abog w4b proposed eombiniog ntlm =•' Me rodoctlon of u and naag, gr.dation of lht compla,4 miv. TUe ioi i i f■y P— p. . n.aw.had b.Sized prior.o erlWrmg a5Pha4--mot.nall be d<terminad by tht F'.ng:nea from the - t err o or1 .ur.-.o�rn arW OrImffi gNy ,,nixed 0,."t torncrtw u ptoduc«f W the roue,.If]here u evidcn.e of tM 041 aggrgaler and data prodded. e g o'l uF rtol hrmate, down during y c t w M and ems+gKM�alf-A ..p,aper miring or the aSphaR marate,the Figurer my cbcl w modiry dw maxanom IY bme,ing N lout,. No nwmiMtian by dclbmr oeo 1 are.6 aid be aDurvnd ir,it old pbah cob,,,, uaM. tl.•J rtePamneae.vefrpre).rgMFr M..6ewtiewtyk.6 , Ills gndadon Mr the neiv a91r.gate urod W doe pmduw -Ne or die uPWR Suneroc .hall be Me bo nsibiley of ibc 'wvem Leveateare Isy Comnnor. ant wbc. .ombmrd wbh leeyclod m.lcrul. the 'oorbioe. me„ab. -ban mot the e w ,1 gradatmn rpo,fiuwn ) rogvuvntn3: for the aped&d Cie., ACP as lmd in Seaon 90,11j61 aM-9-008f61n or I. rhnwn ir. Nc Spc.ul P. aah, -wed i P. iooa r. row agsreg.te Shau rr. the geocrel I Page-Sp 120 Rtvlsir Dam Apnl 26, 1"3 J _ —J r u 9-03 A�yft'gatts 9-03 A(Ilfregala _ r <A�-Mv-c^Rsa. et tot, rfArNe- ham pw B-S-peweFie<-1fi W-d)'<Rvte�f-t 64 1ene4AfAeht/d f<nvvla � Mass-iwd<�AIl AerrtiA4F wee aad atrrpNr.�r'Mtltl�ddad' Mbbd1O� '} deb-btr. ��ro-PIe�I.��.b6 {fit-H�ylr< 9.03.21 Regded MBtetial .ap.etiw+wR+"+��F 9b3.2111) RfrLimed Glccc(Mixed W We CWM) 3 �i'eletvaen 'xdt°'""^"' Additi<e W Aggre✓gaw �I r Rnhimed gim,may M blended Nb the f-htlittg' y v�w�te ��� 1N.f111 dN{vRaap.eae.enov'.+ ymmy,balbu. 1Q1.fQ1 � Crubrd`urf+tiva Ba+e['Dora lOJ.1p1 C�erweerNatn�ieM wee-!emu 1Qi.t0 Aaarefatr for Gnrd Bay fmd Br.'i6 fur iom..b..Clw w fb1.U111A Gnrd B+e' for Yarda.'CWr B ♦63.U(I)v (;nrd Batxria for NaRt f0l.tStll . fnrtl B.WU ter Pw BeddW WAD) A.wba cn.d e.rtdm r<r Braes fat.uul B kM mr svd D. W.0 , gdawsarllftdawtK sd uruaaae BlWa W.114 A IN,.pd<w ii* .:nrd Blleel t1s Brddivf MsterW for Ria:d Hpe .0 Bddiy Alaferud fvr Fl "bk Apr i Ar0'rd'e wewS-83��fatN FoovdaM1aa Wand CW A mad B 9-03.1y YAmdauvs Mateetd Clan C WAV ' o• -4-4.-4.,404, Rya Gnrd far T.h 8acbrdl 043.11 .. <l�-/yr,dN�vrpBwM�2..is br56i-kAP snvett ltylrt>taln mvuioing reelaimed /,tor xba6 foa(orm NatP. —p.yy-it-+„wdrar-2616�fAF6 'e' be req'j redu a t ese spalr"tiom lar nrb Yem listed aboee. nreq that the l.a AASeln War ngfittxaenf for faefBl.-IxxP+eTrW^' Bfllut. sboulder BaBatl, avd Cr bcd surtad g Base Coyne 43 seabed. "'+ftggegau shag tnvuiv afore LA IS y percmt Slat.. N. m" the. 10 perm' of w auuew retam<d ov as lvdiridoal tine Ild ivrb or WBe shall 'r gbs,bated opov rEual namiwtiuo avd ndght. AggreBaue rovla'u+Ltg Slat+ -bah not be rued .r[hin 1 th.�+vpArrvn fom of rmished grad, c'e the",ded laan d a toad..y. I Fipwswf f. ~ Ad1 *ttrp'lK Page SP-121 Rendo�Cate. Apnl 26, 1993 L .944 Joint and Crack Sealing h/rlerials 9-05 Drainage Steuctial Culverts, and Conduiu steel a&.l rib moan scare pipe 1Wi be,caaovr.tured 9 04 Joint and rack Seaiing of inesabc co.ted(alumlalsed or gahaased)corrugated steel :ad mepeete s is samforeunee,vhh S.16e 945.4. Th,sloe, Materials mat ng,sad mewl sbah be.show. M the plans or M the spaifotMus. ' For spiral rib storm sewer pipe,belie'..be shall project 9-04.10 crack Sealing-Rubberized Asphalt ouMardly from th<mmomh pipe hall and.h.0 be fabricated Rub6er¢M vohalt for crack scaling sapluh wncrdc from . single Nckoa of mstealal. Th< rix 1h.0 he pivernern shall conform m AASHTO M 170(AS1M D 1190) mentally rectangular and shall be 314 loch plus My times and wve a COC Flub Point (AASHTO T og) of 400 F the wall tcknecs (20 plus oc mMus IN inch (wessure i mintmum. AASHTO M 173(ASTM D 1190) is modified in o.ulde m outaide) .cad . minimum of 0.95 inch high ,like the Bond Ten requiranent AASHTO T 4h u modifmd m (soured as the minimum sentient distance from Me outside co,..careful a's a set of dir.vbocruunI asphalt ample duru,g of pis wall Icocordlately adjacent to the bdatum or stiffener le.wg m preen,local overhntmg. Fa:55-5164 to the cop surf.,of rib). The maximum spacing of the ribs shall be IL75 inches ream to stet fineuured normal an the direction of the rilm)- Im radio of bead of the metal at Ne 9-05 Drainage Structures, Culverts, corner of she rib, sbill be is miulmum of 0.10 inch .ad a and Conduits msarv.. of 0.17 Inch. If the abed amvrtm adj.cot ribs does our motion a behte.m, • siffener shall br fo-ludoL midway beraean rib, b.-be• nominal radius of 0.25 Inch 9-05.4 Steel Culvert Pipe and Pipe Arch and.mioimam bcahr .f 4 79 inch eow.rd N,oulsid,of the Steel cuhal pip aM pipe arch 17ull sea We requJcrn wu pipe. Pipe shall be fabrcnted with ends that uo be effectively joMtM saes' ..-;'bag hands. of AASHTG M 06.Type 1 asd I ,e 11 Weldnt.cam afu r.um Whm required,apical rib or urro r pitch spiral rib pipe wmmd (alumMvad) wmgamd reel pipe and pip arch with sbaU be biumionw treated or pee. The obuminow oaxma d caatmg apphed Made and oul following wcldmg is tratmen, for spin] rib pipe shall conform W Me s cepiable and shall be asphalt treatment mate requiremcots of Secsbas 9-05.401 and 5-05.441 9-05.9 Steel S unl Rio Slorm Sewer Pi For marrow pitch apical rib vewre pip, she helical ribs P p< shall pmiret Outwardly fens the aaaMh pipe wall dad shall bs fabricated(ion.yMgk t"k.of materlal. The ribs eeaterg shall !< J75 ioch 118 inch wide (measured outside ts, .� uutsidrl aed a min;asum or 1175 inch high (measured as the ie Yu- f..iA,.h.rs minimum -atcal dntaae of At.shall be 4.80 inches ecotre The ounufactumr of spiral nb amrm vewe, p1p .hall to cco[a(measure mrmd to the direeWa of Or ribs). 11, radius of bead of the meal at the mom f the rib shall be aki uh the Ehe nast a Manufrcturer'a C,dy ru m of Comphancc $ attJ1g dwr U,c mn�ral fumuhM wmp:Y in all rcap� wN 0.0673 imeb with so.Ibwabk okr.nce of—10 percent. their Spocifscawns The Engineer may require additional 9-05.9(1) Continuous Lock Sam Pipc mr.,ranum Or Wn 4 be perfOnnM by the C.ruaaOr at nu sxj.N the Bute Unless our.ns,cif d,rpu.1 rc norm newer pips,a"U � oqmassw be furnished with pup atlh,cm perpendicular a the bnp6.d!n.1 ;S 1 A aUs M the pip. P,pc cods vhall be cm Moly. S,sal rib pip pipe fabricated with continuous helical seam panikl to ahrU be fabricate sihrr by wing a maunuous hal od lock scam the rib easy be use 16,full cimbe pipe. The lock.tam ah.11 or•conturia a helical welded acam pmJeheg the rib be formed in the flat be,ween rib .cad .ball conform to Sections 7.5.1 through 7.52 M AASHTO M 56. to, narrow pitch ipi sal rib storm sewer pipe, the lap M1-Yf� width;prcified um Session 7.5.1 dull be 114 inch. Ae18HP3#t96:4eebe �_ d ww4 a39Sa,eFlsne,e,nw1H For us,in appur ,two,,without I"ominous treatment. he } comtinmut Mascara cons be gunfified by tents conducted by # gse, h9 is the H adgoasd Ma terials aterials tAburawry. suaVer­ 9-05.9(1)A Basis For Acceptance 4has - The basis for ...pet ice will be •gwlificatmn wt. � ask � wl ducted by It. 1lcainwrtcn Mnc...Is labomoD, for each man.Samar of spud rib lock scam sine) pipe Out, Nose _. �t<r,<o-9S-s13}m.m�)-05-4Nr -P-sr pip avn aM pakd m.tesala, if any,appmvW under the q.hf.rvn cast will bar accepted. Pug,dP-i 22 - Il Date: April 26, 1990 I _J J r � - Y 945 DraitseRe Structures,Culeesrs,and Conduits 9-05 Drainage Structures.Culrays, and Conduits Cormal lock scan pipe.hall be sunpkd aM coned in P�petihag'�e-hbnsbd`xMk __ s Nance uith AASHT'D T.49. �burd.- r(f-anxrlJ' ". ewn 12(1, PVC S pipe .hap.-weww 1. CPE, . Smopb ietovr Wp and fitioas shall or '~'C�°u-^-9'' f9-arrd4-0SaHh manul need from high deult7 polyethyl ne ruin Aluminum spral rib norm sere pipe SW be wh" shag area Or errwd the requlrameat, of T ma-ufaerured of corrultated aluminum and iespayed m 111,Cateanry d ar 5, Grade PJJ or pJd, C4 a C ytw -oformawe -kb Seruoa 9-05.5. The she, —tins. and AS1T1 DI`q, la per addition,the metal shall be as sb n in the platy w to for ap"fa,,loru. malerlal a• pipe ahW amply with all Th< manular .-er of Spiral rib stlffntu rnquremab of AASN 1'()tL'9d. furobh a theL`''' annual, aeMe pipe .ba11 �...amrer a certifru(e of rompyoce"'my Ihat 9-05.14 ARS Can the m+taiab fulouhed comply to all roe ectr rith these paeile Sewer Pipe Specifrabrw. 71- E-9-- may require additional information w fats to be performed by the Co t acmr,a au T apeoar m the SVrr A86--�nnpowm--pipe-slrt4�y�y Uaias ah_ or 'Willed, spiral rib smrm ae..er pipe AAWTQ4-"6 aha0 be furobbed with pipe ends cut pxrpeadirubr an the A96-eernpe- longitudinal axis of the pipe. pipe ends shall be cul eemly. fRembinyakesedr�yauaewteg,er,imn.ro Spiral rib pipe -hall be fabricared by miry) a eOatiouous beliral lork seam with a aam Wkee. Oar spiral rib storm.ewer pipe.br&al rib-ball projeor dengned,{ne.aamwes... outwardly from the-moalb pier wall and sball be fabriated from•aingl<thicknas of material. 7h rib shall b,'4 inch J wide by J/a twb deep with a nominal spacing of 7-IR loehr leewd outer m cater. pipe shall b fabricated with end.rye can Vne"epp,aW-eFylre--End be effectively immed with Wooing hands. For Darrow pucM1 spiral rib smrm serer pipe.belkal rib AliS °^mAFIS C shag Prom outwardly from the-mmtb pipe wait and.ball umpm've pipe shag ant ha wad. be la bricated from a sinak thtcknas of"Will. 71, rib V shall be 0-375 in-b + IIN uoh wide Imryured outside m 9-05.17 Almnimmo Spiral Rib Sloem Sewn pipe outride)and a minimum spacug of rib-ball be 4.90 irc4es eater m rater Immured no-mal b the direetmu of the rib). The radwo of bend of the metal at the oneners of the ribs-hag be 0.0625 m b .riLh-u allowable rule",a+ 10 �r memr p"^'-°�aP-Aaak era- perceal. '- J For wide pitch-gust rib smrm sews stab project ouMardl) from the-maoth pipe. ael sib Pipe-all ad shag he fabrhtrd from a single thrkoea of maurul. The rib shah be J:d loch r 118 inch wide (mtasuW outride to outside)and a minimum of 0.95 lab high Imaawfd u the mmlmum ver1ira1 doul from the outride of pipe wall w cop 1 surface of the rib). The maximum -Pacior of rib shall bs 11.75 iocha eater :o cater Immured normal a she• bw-ftaa-ef slvVd.,.� duertioo of the ribl, The mdiw of bad of the metal at the d1f l'rp° marry of the rib shag be 0.0625 inch e," akrawe of+ 10 perrat. an albwa64 IJ 9-05.1'(1) Contin-M Lock Seam i pipe ie��e-prN1e1 1- A-A6MiBh4t9(r-6,. ..a..�-t �re6 � ���w�'°e�wrsrmrwr geeernrn'�2-FMau�r}}}�,�g � rrn,,,.murnrdeay. Pips rebricaard with aolmumn hdkal aam parallel b -ahaa -wAweeiwee- the rib may be airy for full cirtk pipe. ile lock seam shag or formed in the flat bdween rib and -hag Smlioo I3.2.1 through I3.2.5 of AASIITO M 196. form to For narrow pileb spiral rib storm-ewer pip,the yam 1-P width $Perifrd in See(uo I3:.1 abag b Ile tarp Ile Page-SP-121 Res'Iswn bate April 26. 1993 r -9 06 Sts wrtursl Steel and Related Blatttiats 946 Sblwbval Sled and Related MBbaiBb metinwm ws,rem must to goshlyd by tab conducted by shale the rlmdquarten Matenab labnremry. .mad 9-06 Structural Steel and Related Materials 6, t n.el * , 1.^� a+nan.e ^^b« PTM 9-".S Bolts tnbne- ~ 9-06.5(1) tJtdirtished Kalb ;' `^"'""" U, rIb Inedwry machine bob)eW 1 conform m mom Me dr epa aluimnmm of ASTM A 307 Grade A or B. NW sash._,nph wkb AY M A%3 Grade A requirements. Woken,uolar otke`rse eperNed,shah am ASTM F 844 speeifra4om.+ F.H. a Tetgr• — BiapD The t:nntrwtor sash submit a Slauorseturer's To — a ge, cetifote of compkaore for the bola, nub, and .uhers p = Med.,w-p,arsamiP•yr.saN prior to imtallins me of taco. 6 9-06.5(2) VacautTv wd-Boils Neu for hagh etrengeh froWtoll a nrca Nc foJowmp RgLL cm[.l'J e•-drs 6peerFRnrneen+ Rod � N, Plsnr A H`ro M 164 6nlu 31-4., NrJ TfPI AA wm"'G,WC—im -. 9-06.+(3) Higb Slrnsgth Bolts AAauro Mtn G�. " High K.&bob :or eWCIuN atal 3anu chaff conform 34 a T"I AAeS mm GraY 1*13 u,dr rryunemmu of AASHTO M 166 or M 2531 vm 1.2.or 3,sad ehc folinwug AASHTO M 2J3 Bald Wet TYPlaaal AAffiTO MIrIGMeUH AA88r0 M m GM In y BAY ywaW : T_ . Strebtb flea Abu. I ASHTO M 161 Wee waW TIPI AMHTaMMIGN.DHe iR dYl d. Ind, 110,000M 3c �yr�.w�eNeanW{".I M P AARi{iALI-14iBMe BII I Ird d m ^"I63lttH.t-YITB"1�211 11,2 iari irl. Ia 'm W 31 Bl.ee-vwY+eagi�3 AA6HfHM-YM'tirre-nsf) ' AA51{iH�'2SYBn. AASIImm 1e3 nl.ee-T7pe-i-«�f2 �6e8+)M-ia+�ee-BB 1R�bu I ll3 iarb,ii. W,060 p !J Bwek—waR+q'9Ypr3 I hl rypr�e6.e MQ RBrABr AASHTO M 291 Gr.dm DH sd DH3 shW abo 'Lave t _mmmmm RookwrL haNnes of HRc 24. ( eM6eRHaA-Ito ks-retrs Mas�rsF !few p N 3 boas 1 6 .'-AaKFFFg-M-M3- 4Alssmba.}W..rtiwF HD.4lI pw t9 \ A,sBM�BM-2S3 1Ruds+�HWr1-wrF 33 I Bob sonformmq m AASHTO M 1M that are galranhd m Nub fast sire to be ga1•saieed shah be bpW o-r iud axordarcc with AASHTO M 232 cash be rend (or :hr minimum requhrd for proper saaemTMbl7. l ammo..,of a nbriulement after CLNanbnion.Ten for eenbrbleuent stall le cor vp shah be inch tas1 the out was mmble frert/on the N acwnlarn<with ASTM F 606,Section 7 Bob conforming m bok to the aoawd condition and shall meet tot mechanical AASHTC M 253 shah not be nNanissd.AASHTO M 253 bob requirmeub of AASIITO M 291 (ASTM A W) sod ras abh be Ma,d w,J, two web of a rkh pint, formuh ea K60611 epeck7 . herein. The o•ertapping A473.coruiuin;of s mhdmum dry f lrn Nrkrwu of 2 nuh per requirements of AASIM) M 291 Shun 7.4 Iash W oou S aoaaides suaimnm•aloe. Unpuned and nonpN.ild bob shall wnform a Gsi•elxed nub shall bt luhrcated I. soeordance web AASHTO M IM and M 253 Type 3. 11 !-wrMen-.sad A41TO M 291 Including suppleaseurl requirmwt S:. Page-SP-12I ResLstoo Date:Apnl 26, 1"3 1 9-0k Structural Stnel and Related Materials 9-"Clructural Steel and Related ftLterlals- Dorumeouatim,shall include the"car method of application, 10,001 W 35,001 16 1 and dilution of the lubricant applied W the ouU. 35.001 and aver 34 Washers for AASHTO M IN Type I and 3 bob.,and hl 0.46 2.5` Type 1,2, sad 3 bob shall main the requtremeau 01 Ili 6 S+s159 AASHTO.1 293(ASTM F life. The surface co.dbi.n co 6d q m wewherioa characicitb of thr wasbses scull be or mine as },;tp+w�pg00 for the bobs being.pw fwd. NO!s>.dSO90 Direct Term.. Idierors surd ..form to the 3+,90Fwdser ca requirements of ASTM F 959 and may be used wbh e¢::er ,aewr«mrsr,•eery(u of Co�liaxe-Sa lsa rats nq.um AASIIT0 M 166 or M W bobs. threes toms.. bdtcae.n .ball be gal...ized by mechanical deposition W ac.edance 'If buha are galvanized. Doctcaac the ample uu by with AASHTO M 2"class 55. Hot dip gahaeuiag w41 one 1.5 tuna W.table ,.l.e for the number of boas being br albwed. sampid When sprcifwd,ASTM A 354 Grade BD WILL may be used 2NuU,anal...and Wad hdicuor devrea thud be sampled pmvtld they most the requirmenu m set forth in Section 9 of m she same frequency as the hob. AASHTO M 253.These bob shall not M galvanized Nus for the ASTM A 354 bob stall conform to AASHTO M 291 Gmdc AD tesung of b0u. null, wtshcn, son lost! ird.=S ' DH and wa.hen shall conform W AASHTO M 293 wlh the devices than be performed on spaeunem as they an, to bt sddmmial hand.,req.. .0 as specified shove. metalled All bolts, o.U, seal dven erosion idraWn shill the AD sample. still include %Mmmfaeunt's Certificate of Dustless and identified m required in the pertinent Compliance for cash tit of bob provided m defined m sper;rutieuv.ayinInd SM...1-06.3. ' mee4mMMee�elr hock-pin and enB.r fastenerswhi�b .era the malev4 Y116.SIJI Anchor BoltsDu a.ufanuriog, and for Ural compeshion requirements of Anchor hub shall OM the ccq..telnn.of ASTM A At9. AASHTO Ni I"(ASIM A 325)or A4,.SIiT0 M 251 iASThl Gslvanircd snchor WU .hall be ecatd for crohntllcrnml she, cos A /901, and whic:, meet the mseh.oial propene Y.Iv.oahon m accod.nce coo ASTM A I43.+-6B ,.ben�- requbsme.0 of the mar specification io full rise tnu, and For galmnLend anchor hohsfls.Aawstls-rrs-.nytnade} arslh a whirb have a body dumner and hearing areas under lock length cf le. (tiro five times the rmmWal dumarer,Our bob pin head and collar tin Imo than those prorided by a rob and shall he tested for smbriulemmt to accordance with AMI F not of L'.e same oomi..l sise Duey be used. The Contracor 6% Section 7. shall submit.deLailed smsahatbD procedure W the F.ogioetr, - so W,---- 4+13: for approval. Approval W use a beak-pin and critter fasteners Nots for who, bolu sh.0 confoem W AASHTO M _ will be given by the EU&iDM prior to We o.these types of 291,Grade DH or AASHTO M 292 Gndr 211 Washcn for fasteners. anchor Wits s!,,11 meet the eq.inmem nr AASHT'D M 293 The Coolraetor shall p.vide Manufacturer's Ce eifute The bolu shall he •aud b1 Out m oLfialurer W seeordasee of Compha.ce for all bobs, outs, wubm, and bad `s''W car req.uemenu of the pertinent specification and as - indicators. TLe Manufacturer'. Certificate of Compliaoct specifUd to these Specifications. Anchor bolls, Duct, and shall include certiftd mill test reports Lod test reports ``'ashes sha0 he suspected print In sbippi.g W the project performed no the fmisbd bnh e.of4mug that all of the site. The Co.uaeWr shall auhmil to the Fogi.eee for m uccuh provided meet Lite requireLtems of the Lpp&ah1, approval a Nooufaclurr's Certificate of Complance for um AASHTO car ASTM specification. The decumeoutie. shah anchor bolls,outs,sod webers,.defend I.Section 146.3 L(W include the cams and address of the rest Ub..W",the If the EogWm detms it appropia. sat Ceo4aelor stall date of testing,the tit identification of the Whs Lod on,and pruvtdr a sample of the suthor bob, nut, sad washer for cosena, thickness for (Permed bale sad outs. Shipping tin,. COWAiners(mt lids)shall be marked well the iot idroUfscatioo fil'°s'f1e —9018, Bum s"D be sampled prior W urorporwng Dui. E°^s^tu' "r°bmw-tio-�hn—{esprsasr--dartippnval •strocture. For the purpose of selecting ample:, .for of hob f eluD he-he quumey of bib of the-me criminal dumeter and Feeeien' �"'6^"d^ha;�rasr'tirsHataMtsrr came romwl length W.conugnm.l hLoped a the p Direj nit �the I,M"'MF6o--g^'mr-bf-Ws-[sgmee-w TM m...m number of simple, brim in Wi that Fr as wvOn r follow. AD bolls, cuts, and washers shall be .sarkd and id.tifsrd as required W the prloem spolifsutic., lit Sae Su*Sit " ,W anchor bolo, nuts, washers and srchor plates for sytcal pole.SUM hRM Inks,SU60 poem or other types of 0.50 ' poll .hall meet the rac....ded specifraliom of the pule 31 b so 6 maouhrutrce. The Contractor tha0 he Mountable for 1.H1 m IQ 1a6Du 1.I,I ,000 6 pro.idiog W the Eoginter .thy ca d all . es dm .c .Wg 10 fabrication, Stem Ih test rtluhs, mud t' R catifrLtue, and ethn y Page-SP-125 ReVIA.D UaWI Apni 26, 1993 a '947 RenPorcinfg Steel 9-0' Reinforci g Sud . ' data requ4e4 m roortrm Nat Ne •echo. hobs meet throe 1 The ion of rcl remforcin b.n06 ' swifimtum. a 'Dom '.(or m..ing Nall ihhclWc ASTM A rb The foll(be at light, rpci.d" apse aPPh m 2 The Canv.ear duo(urw6.wTiern oetifwtmn oat aaMrr bobs for atreel light,.gtoal and stnio pop pro.ided rl, Nat 1M Coutraeohr me .uhmk dorumrnblir from Ne proPe v rdeotfin Ne m.Wr I. w number of mch tvtch of m.tirhg roue W u.ed, qu.nmy rRre+eaa', aeuufamurer afrr i.t Nat arbor bok. MeT Nme due of SUDS oode fume rPcir"dam AI nzrommended for Ne pot to be imulkd and addeM of thereto: Mo.f.mm.and.nee r e, thu the supplied among 1. Tact r�6uy .atlor bee for .temiam Free l.hr Pnte matetrl R1ena theeequvemmt'of AASHTO M 264 g�g,P I .hae r m iE,tr m whdr®mu 3 Tbc Conrneor had ..Wly m Uw Engvuer M ASTM A 36 N A AA Jas. TY ap.fl e�1M uNo.hoN •repn.eMUve..mpk of tight ouom of u.e maung TY sW be a hi er wry m dl.rAg.nth a M ror.M four Mw ' 6om och Wtch TM mraP. sNU be tl •l.' Osd a W buttvm and .e4 • eiaie.ure of m Pckagaf m .n .Inighl mrwuxr uM Wrntified by �cW a/feem Orek6 m ter WP rod. both number 3. The.srler Iwto for a .puts and sv.0 t*de M,oee Me a Poorr g m"00 Ne ban,the Coneraeor.h.11 Bubo o b...dtkaooe r IY . arrhtprzr'r po4 taau. aM-or applemmW ptp c reJ w Engul¢r for revkw. Ule co.wg m.uri.l saadbmtior pmridrd D.ae rNufact ' ttunaucturm'.reeumm d'oon on tht prOD a uc and All Gabor bola, auu.ad wubm .hAll roger the pole applcaW.requirvnelu of the oo"mamrul. auaufaeture'r .Pertfrc.tium sod &ball be het dipped 5 A oeAbe.tion rahng OW.0 barD,h.ve beer mated m .. gal.aoiud uakv ash 9-1...4AWn is ma P mift d for Ne ac D". wdh w m Wg mamryl mmuf-eurer'. t7P of Am m m $onion 946.5w, reoommmdawns arhd Nme Spcctfrcatim. Ndi N fumuh.d w h erh shrpennot This cutifimtiun ahall 9-06.51S1 Bolts,1'uu,and Washers Speririntions ialude for each bar.Ic w prehat umpmo,,,met The faibwioa nfereorrd epecir"ww are apPSeable as Uo m. Nkkaas chat.. holidays deecmd. .rtd trot mdlfhed by NeAe.u.dard specifratiom: re.ubs Two mPlm of the, aetifuauons wU be fumuhed m the Engineer. Ap.Yyy AASHTI s.Werr.n. 4M SPeY.,,e 6 The Contneor null give .dvance Irooce m the Engineer of U.couug.euduk m the oo tolg pWu eo A say c�A.a oat SWe wPeavon troy be Pmvidm The Enginrar My MPW the sated ban r Uu outing phnt for th..Br.ara Yee.M1r MIN TrA 1,3.a AM Tnr 1,3 .Wrnv.I t reeW Mm TYM1,1,a A Taert.3.3 7. The tchln n WrL&l. m P g mquble wd, Ube mating m.terral and menu mares,.IW!be..Pp11ed m w purchaser rarer nLaw A Sfe crW aD S. Frog Project'wben tpozyso reel rcinfoning ben urrra a... Ere used m the mp mat of bndge deck. only, w A A.e Tap h,a ouzanum .mount of darage m Ne coAUng .till no, N. s,.uw soar ns nl t. exceed 0.25 Percent Of the surf--arm of och W'..er c.M. A w er.er rot. 9. The tuloimom thkkaep of e9oaJ m.eh.�ah.0 be 7 D® .. Mm eMe]9 A1%errMle mda. _ ID9.All Nmpk. .hall be lopped m Urc WuIonoon$tat- x a•1.a.s. Mlq IaN Drp.nmcnt of T—Ponauon, Mauruh (ubnmory. Tunwum,Wuhmston 92501. FWr.A61M A]YI mm FM P 9-07.5 nova P►renent) w.a...Ae1M A Jal gN Dowel Boa 1 f'or Ctmtot Co a.a. Dowel Mn shaL' he Puir, etal han oh U.e donmsium I u.r Tr. rsla sbown m Nc SYI M PWi They NW-elorm m AASHTO M •a...r. 1.3 and.LAh be—W m aeeor66a1 wlh AASHTO M 2U ed.�.aaa Un A t9 9-07.6 Tie Ban N m Cr see •ab D—ad (Per Cenral Comde Parenmt) I Tsr boa.hail cenform W Nc mguirmwm of thr Sundael i SpeeiBmtiom for Def-000 Stc BiDdl B.n for Conn,, i I 9-07 Reinforcing Steel EmloowooCrtt. AASHTO M 31,Dr.dc 60 sad man be.,,Led ie amrdam,Frith AASHTo M 2m The form of 1Ae de!.necd bar.h.0 be.object to approml 9-07.3 Epoxy-Coated Steel ReinfomN Ban by Nc.:n guhcr W EPozYmamd nban dull be mud.ccnrdmg m AASHTO Tie ban 'W be fl- from nw. bo.e mill sole. dvt, M 334 weh the Wdaioml foWw4hg Inodificatron,. somee. or other dcfau .(faring the Weeeeh or bond wob w -t maree. Page-SP 116 Revtslno Date. Apnl 26. 1993 9-10 Piling _ 9-16 Ferem and Guardml ' 9-09.2 Grade RequirvneviL 9-16 Fence and Guardrail iaba✓.ta� L 5 Gi 9.16.1 Chain Liltlt Force and Gates sins. 9-16.1(1) General All nousa ial used in Uc coral auction of sham bilk knee urd peegmpA.:0-12 VW , gaur rMU be new Iron or peel nuterW slWl be pMm nd -F23r•-WlbW: unWs specified otherwise Imperfectly galvanaed nulerial or ' pMgwpk62-NiYWM rtuurui upon which serious abruiom of guvutirang occur Will I. the Tshdated working Soemaea Chart on Page 539, non to accirpcablo under the suasion for Sign POa4. Msk Forts. Sawed fence The ba.c rrrterul fur Use m.n.[pure o(atnl pipe+uud for Posu and htaiibo.Posts,Wmetn Cedar 6 changed to .it ,or oncea. cop will, and 'ne bursar ahall conform on the wasura &d ar Ced . The rarosio warkug stress figures cqir ruernmu of ASTM F I00A-146. The base matsrul for UK required for Wasters Red Cadge in the (me col... are manufin're of peel H to. sh rem sh all e requimncros of reefed 10 rvd us follows: ASTM A 3%. Roll-formed pow, braces, and rate, shall be madc from a"ire" 190 15 45 ISO 11000,000 sheet suet and .hall confumi with the detslu as +how,, sothe Plans or Standard Plans The ini rrui for end,..,,and!pull f'.6" 925 75 425 1050 1.000.000 it. shall have .minimum yield strength of 35,000 psi The 6'a6-ANN' mmunum yield strength for Alue m es.0 a mU-furad w one po g110" 1100 70 US 925 1.000.000 shell be a0,n01`psi and (Or AhereukB 10 famcd one posts 45.000 psi Top rad and bnzn in be used with Abrmau A or B f"a10",g's13' too 70 us WS 11000.OW lure pow .hall conform io th, muunum y.W srmgth as rcquuW br crthci at res'.,ciy. Cloleas dherwise noted m the Plum or in the Special Ali pow,braces,cop rfds.ud gw framesi shall be hot dip pro'mom,so Bmbar and lumber shag he graded as shown in gal.ansrui Thcy shell ha, mmunum .vcrsgr of 1.9 ours the Tabulated Working Strata Chart asrpt as follows. mr coning per quart fw�of...fare arts will: .udivldual The grade requiremrou for Sign Posts, Mike P.U, W. being below 1 60. zinc coating parr quart fuot of Sawed Fence Pests,..it htailha.s Fran are stippkmmled with at,face.nta.In the ease of members made from pipe.dsia tan is the following: d.fucd as rlec mini .m wide and cutaili: Aaunple for For sings,prat appliotinm,the grade for western Rid compuwg the ,mr weight Of coating.defined as.12-inch Cedar f".f".exps sdeel to silo.No.2 Or beater pcu cut form inch end of the gab,macC member.Failing.a1Wl For th glr pool applications,the grade for Waster. Red be gaNsunc d u..,it..wish the eequumrcasu of ASTM F Cedar 4".6'.expanded no allow No.2 or better. 626.Other rnkrWa shall be plvanued us.ocord.na with the requirements of ASTM A 153. 9-10 Piling 9-16.1(2) Pose All pow for chain link fence shall be Of she shape.sour,and 9-10.5 Sled Piling weight per foot dawn th Use Standard Plans. Rol-fo,ned end, comer,ud pull poata a1W1 be male from 0.1345 inch saininsu n The nui for steel piling,p.k ups,and pit-.pkccs shall lbkka.s Usielk h.ncel and shalt have mtsgral faarrning loops conform a the rcouuemeras Of the Sp�6ntam for Structural a connect to she fabric for the full kn69i of each pun Arcl, AASHTO M 193, veep the mural for steel pipe R,,U4unsc,f one pom shall be made from O.IIW BPinch piing.Ups,..it splices shall conform m the requirements of minimum thkk.ass tlOA her, steel for Type 3 and Type 6 ASTSt A 252.grade 2 All sgssel pihrg ms1 to s,cgnrd b% oc fence sod.halt be made from 0.120-inch coioimum thickness Engineer based Oo the Manalscnucrl Cnefic.,, of sheet steel for Type I and I Spa 6 fence. Complum. Steel pip,I ling with•dismeu.larger th.o 18 An aeeeput.ink sake fur,pops for chao hots fener w,i; inch.shall W straight sum welded pipe. allow deviation from the weight par Wur loot specified in the Surds rd Plans. Thu tolerance shag be applied its an usdi.dual pop than.and shall be plus or minus 5 perecm for Wool.,and H-Sutton poor and plus or minu, 6 pemera for roll form - aatiom Materials that eased the weight Vice fom or wall thlcknc•-. apocsbcaWn may be accapted, providing they do oot inurferc with the proper construction of the fionce Page-SP-127 Revision Date:April 26, 1993 J J r f- I 9-21 R•ixd Pa,bMbt%tarkcrs(RFAI) 9-21 Raised Pare enl Markers(ELM 9 16.1m Chain Link Fence Fabric 946.3 Ream Guardrail - C,am lack fabric.ball caubt of 11 Sage vnee(0.120-inch W damwerl for Types 3, a. Lose 6lener. and 9 e.r wire 9-16.3( ) Rail Element 10.108-such darner)ear Type I Icon.The fabm Love nay be The µ,,basm rad element, backup pWa, and ssnmwl one of the follouOng materials Provided that only one typo shall aesuona shall noatA Of 12 B•g<Real armed me•besm net M. be.eG.Ied for se el a,Y oar contract Nan 12 umhes wed Lod 3 scha deep Tbew beam rall GWaniud Axel.ve confomwg m ASTM A 191 at% hyt tlemsb. ckup Pfaa. and Glvawing ahW be Cfaas 1 performed by that I.m-0iP tha trwawn ucuom dull muha of 10 Sage peel formed Loeb pennon beam not ins.dun 20 welca wide and 3 veh.3.P. D WV F Claj Aluminum sated poet wuc o,Ounermfo min6 6 ASTM lo I. tern rw aecue. hall mtoist of 10 Par peal. iiwswil-d•nalaa j The U aluminum wire eonmmd rI m 6061 2-u alloy. j 7M wen.hall he.oven tram.ppmxinumly 2-i Inch dumond lent...ae-b" _.� physiesl pmperus of the ' n.ah.TO,width Lod top Lod bes:om Wuh of the fabn;r.NU be u.hovm w•x Plan. anal.hall conmTn to AASN10 M IBO.Ns-fall.wwt+.,•-'• eega,ammMw 9.16.2 Wirt Fence and Gales fi4 The rad aPlw shall bare.mutuaum f s 1 a, .�*A'.. 9.16.2(2) Sted Fence rusts and React, of 80.000 pound.at ach join 6.1 its o-�is-!+e-eF�eu6<en+merer+i TAr bench chumel rain and mph. v,:y d M r, conf.ron. vnth AASHTO M W All .u, don 1.111 .s * .. mm;lete before g.lvatunng All pats for cluin link f.still be of the.hapr.aGe. The holes d the plain Mal:be.loped Ihkan - .wp sad weight per fees showo in the Standard Plato. Roll- and to portion a sM.o and cormanen To, etRs of av ear formed end, atones, and pull pats M.0 he made from Mao be rolled or mulled.o they wll P., .MT sgle 0.13IS imh minimum ibkkoess shed steel and shall hale Wbam the rail u on.curve.do Saban A use ape c rah,sk• iatanl fussing boq m conoat to the fabrk for the full cone throughout the w of spline. When th, IagM of aarh pent. SolFformed line pasts shall be made curvature u la. than 15V(oes. the rail .hall br, .h.pon fmm o.u0-i-r minimum Miknm shsas steel for Type J .hop sad Type I fear" .rad .h.11 be made from 0.1204d1h minimum Mckpes.Mea sled for Type i and Type 6 fear". 9-16.210) Hardware Lune pnass nuY be chamwl. T. V. Y, or obcr .ppmvW hops,unless oUoerw.c.paifcd,•hell mmPl• .ith A.tiTM .bap, manufactured witty for use u fares pow. One type of A307 Grade A specifications. Nub she ..Imply with ASI%I lore at.ball be used bmugbod for pmjw Lee pow shall!,e A SW Grade A spaifotisto.� 'h'oa padded,sloped,or properly adapted for ataclung saber wen or a ml . 9,999 earth to a manner that will not damage the galvanic ng of Pow. W ashera+I A, tank..otbcwwc .Pacified.a:.a0 mew ASlT1 wen, or n.ah during the futenmg Lea pow •hill have gM speeifcatioa. .mmtmum vxtght of 1 33 pound. per bruar foot and shill be ..... TLe Contractor shall submit ' pmvirkd t n •tapered eel .arhot plate ywched seaualy m.nufawrraY tatifeste of compliance for the Wh,, nub, baItog.mmonum wmghl of 0,67 po..do and havtog..Orf.I, and ermben Prior to inwUmB soy of the hardmunf. arts of 20 square oche.plus or Orton.2.girt inches Ent, comer, gam, and Pro pow .hau tom be 9.21 (RPM) Pavement Markers m requucenu•Pwlliod for lane Pow,except that tN pop /R s shall 1 M) have.minimum..eight.13.1 pounds per Items,foot all are W, ` plate W apes.)Audi,.loss,or I kis--for den seachment If .onU net he req.,W pram alWl have a mmimum oeight of 3.1 pound, per 9-21.2 Raised Paeenent Hackers Type 2 Imar,low. Ali post,bestows.anchor plates.and haNvmm raw esn cmd 9-21.2(1) Phywal properties bs ASTM F 626 sh.11 be g.lv.,,Wd to .corebncc with the Tha marten•NL'ba ems In.dap I.0 atehn nor more bun m,,uuemcw of ASvM A lD,or A 153 5 0 n bow to width.and rot more than 6.75"wool,in height A mlarsnec of minus 5 percent on tN v."ght of ud'vdual The outer sudsce of tha Maker bowing shall be .month Was brarea or uehor plaks will be perfomed c..A for the Pury.-.c of identifies n The bee of be onahen .half be sobwntislly hoe fmm Blois or.ub.tanoa that My reduce Loa Mew to Whear,e Page-SP-128 Rn,wim Dam:April 26.1993 ! f -- 9.23 Corroele Ctrnng Materials and AM1nutttrGS 9-23 Concrete Curing Materials and Adrniatu 149 WWA4 C 309)Type 10 or 2,Clau A w 0, mcW WI 9-23 Concrete Curing Materials and the "°Jnof lou rhea UnIR4 in w w"aee teYh WSDOI teat btetbod gla.haU b, � Admixtures _ 1.5 Sr..marimum for bridge daelu.and ■■ 2.5 grams anu imum for all other appiiutum 9-13.1 Shen Materials for Curing Concrete Short nuWrub for curing cooer OaU nen UK Lxb lot of Uyuid membrane-forming Carina rumpouaa reyuucmcros of AASHm M 171, Show Mamriab for Curmg th.0 11 umpkd.1 the pruleet tea and usual for accepaae. ' Cnn<rttc.execµ tbat-WY Wutr se0oruve type Sall be used Liyud me brave-formiy curing rompouvd roll not be "M w We abseace of tatislacior,teat rsaub. 9-23.2 Ligmd Alernbnune-Forrning Concrete Coring Cartpuund< Lquid membrane-( r Lag motwuvds for curing roocrele sh.0 mof.rm to or rryuvemevu or A SIIrD M �l 9-333 ..tndRaw. able Eempmn.en C#w WaileatPaw.i 55'at.rlt♦r'.a atlidHgMrY iieMaO-f:ab. IAa.Isaa Gale 166r/11 Gob. YN^e�lre ednat.�aawd cdgolber{ N&d MS-a lSFS Fd•IeKGGIIYeetMwsYerL♦:Mee MwM�bat;Sl ti1.q 1659 itSi+6 M � e data i659 MA I eemeT s...-i..sia f3 5-3 As^R^r fosreFe,w _ Aswnw.BNibr-KAesiis hr. 26 s CAbsissper.ws�ifµ 6 9 is a F if Uwea.sin ue-.eMw �d..er 6- dod .. FMax-awep le 'spa-we.M-fer-eve i M aMrt•-tlp. r.n fH,. t _ laalmgeaeclbt Page-SP-Id9 _. Revaaro Date.April 26, 1993 r .9.2g Signirlg Materials a.d Fabrication 5-Te Signing S3atmah and Fabricstior ' ' t .. ��_._._. TTW iypie iYpr'itl j M,�..r Sb� Kiwr � µ wmn ea.� 65-aB rt�^'r _ 66nan. i4ear ' i wYaR-enea.sa�we ON�v i-a�nr. se... �mwswtr-w+�o-'RF 6.aM-a• 16ner. . *R..�r FlrteF-6W MreRse� 6M�6b� eAi.r-be ff e. �wr.rM+-aeFem�'kM '�Md-6mM.b-Nw-W�r , It,w.re foot of ma¢rW Meuunvnceu duo be mrdu in l 9-23.8 VAC i <e-tlpeune .cmru r-c with ASTM E 010 1 Rem wrmc SRrs-Wwft p-amk-a WWI Y.R. �M. Aa,,. 0.2• O.S. 03• 0.5• 0.2• 0.1. F AN u• 70 50 160.0 so.o 50.0 ISOwh. an , i 30. NL0 15.0 60.0 L.0 no 11.0 SPOT T. IeasN Rd Wme wakwmwnrm-Y+w3-5e3ra^"r+ #aarr M..A,. 0.2• OS• 0-2• 0.5• Z. O.S. AN 9-23.9 Fly Ash 4• 14.5 33 a 2 r a.5 Flv uh rb0..form m We rryubem.0 of AASIITO 30• 6.0 3.0 1.7 O.% 3.5 21 M 295 Con C or F with optional chemka; rvNuiremmb u Oesng. R.arm ' ne fortb is T.bk 1..d.ptic..1 ph33k.1 reyubrmrnu n ne M. Ant 0.2• OS• 03• O.Y forth u Tnble 2A.ed wkh.f.rthn 0mkatm-W t Ne Inu AN _ as ign0 oo sbau M.m Iwum of 1.5 p eet. 4• 25.0 13.3 1.0 0.3 Will ory be wM..uod water li.a 30• 7.0 4.0 0.3 0.2 9-28 Signing Materials and Refkmve .hawing for dm.mruble weld. w .ymbub .hau be.ppL d b 0.050 kuh theh .irac.lumm.m Refl c ve Fabrication .hating for retie: de, bk kga oa.pnn.0 -Full be .ppbed to alumfoum not Ien thin 0.O32-k.eh thick. 9-2g.6 ErrdOsed I.mS RdleStfve Shtxting The brighuen of the mf mtiw.hating,krrllY w by mm. -h.D be rev Im. tt..n W f e. of the a ov. vwn. WC the regl ve .h g -bw oouln of Phe.1 kn. prf mmnce mru.uremmu sh.0 be wndocted k, conformance I ekmcno embedded within.tr.n-pu.t pktk luveog--month, with 0 e Stw dk d RAINFALL TEST sped W m FMcn 0u odor .urf.cc The .tiering dull he -w 11 MOMW aM Spec&h non IS 300C. have a pmteeud pre oaw adh Lve hsr`,ng. The diffwe NY .W1 .f the a0omve -haling -.LII be The rcfk vc .h g uuE have N following minimum vkwlly evuuuM by oompa . wuh d. applicable Highway - ooeR i.t of rraollo lion v.luo at 0.2 dcgmce aM 0.5 degree Cob,Toknna Char C.Ie,.mpriwn.1W be made order .b.ervation urgk eepme u aver,undcl..per foot.Mle rroM dayhght or.scientific daylf&Nvtng.color tempo wrr of from 6500 mgraa to 750D dcgm, Kelvin Daytime color Page-SP-130 Revmm Dale'.April 26. 1993 r 7t - 9-2S SiBa1.g Mawrfala..d Fabrication 9.28 SWQ%Materials cad Fabricaliw ev.louion •halt be iilumivad a a5-&Bans ad vruyxf e[ aAeotatg application.11e marking shall cad Wvenely itfke the 90 legreci Then shall be no sWitfosm ubr.hit.w1:m ne,ved perfc.ntance or life of the sheetin,. ones,mghnrme I M Mflearvc)enne itio. The reflo,-vc shooting shall include •pat-aasted pruaaee 9-28.15 Sign Stluetures arrant r Whoavc hype 1)or.bw scua.ted.dheuve(Type IF, other of which nay he applied wMw necessity of adchwaal 9-285(21 ravisher Sign Posy adhesive costs on We reflective.hewn. or appMmam sur4x. .1.1 At We Contncbr'e optwn,umber,.rpi pow and mikpow Chonu.I acuv.wn shalt not ha used b ruivw Type It shall be "trotted Wes[cm red cedar, hefted DouBiae fir, or looked Hem-fir enconng the Besides gwified N Session 9-09.2 The prdntive liner w sched b the adhesive shalt be Douglas fir and Hem-fir pub sh.0 be ew a a'utemt Y aeratovabk by peeling ereenoved after u w cfo r Or oars 150 F M II aecor.4..e wih SaeYov 9-09.31d/. shall and duo h essay pit. after abeege for.Man m I30 Fywvc uda weight 0(2.5 pi. ��^ wvc The sdbwve shall form s durable boM b snrodh, rarnmn shall be c mwmum of 0 Q pounds per tubas led enema,.., and ux.awr-ssubnt .uwus a.d perm'. he Pmcrr.Mr aILLU be a mwmum of 3A arch ce 90 prosou Of ofiecu.e ahedmg b When sreerel, a8 he...ft".Wbe.tior upo w for pow muter 5 urhu awk and 12 ash or .1 ernpeeatorea of-30 F P^200 F the sdbesfse bond shall be W p rerne of sapwood for pow 5 irwho,and Wicks.Say finish sufrciena to render the applied sbertinit ssvdaFrnktaot and ea hot required far uripaintrJ Patu. present its sf.ackieg Off when aubjated to a.impact merry of 20 ft.Iha.applied with.hemispherical tipped object 1 iorh 9-28.16 Sign Lighting Lurninair'es ;a dlaaneer at OF'. The adhesion test shall be the same.ouaioed as Federal SPslfratien LS MOC crept that in sddlwn t0 resting at ',P .her room temperature,the adhesion.hall.b0 be loved at Of and Igo F. The resutuwr b accelerated us.thererg sh.:l be as sAaO 6M."r ! '!. ad-eat. ...xPer;.tseP— described to Fedcnl Sp.1fiestton LS 300C rxacp, the sky, daU-,> baevvei a-ne brrtased-I..sf stsst `I westhcros Apparatus W Procedure shall he e,axOrdancc with i"."^uisi 0.^uen^r-eOpP��NrgM:1 ASTM G 53 The rc0atrvc shooting shall be efficiently fkxiblc to be cut oroky a -, �j to shape eseaY ad perms appM.Mn over and ennfomunce w, v mderaee .hallow embnueng cluraaeriuic of easier sign ,6 Mrdc. sd .,.Mla. CDdiu..ed for M Mun. he kn.ac strength of the.boning.hall the 5 to 20 pounds per inch aided We-be. . ubn tested b sore rduta With ASTM D 828. FoWuing Herr, , .. Fwslrk ` held. Ars reyaoW. the rt0ecavc shooting shall red ahrid, owre than 1132 useh la 10 minas sn ear ca than 113 oeh in 24 Fine. so M 9-if W tailless so any danemion per 9 ash square at 75 F W 50 percent mlauvc rryrplana hwniday Thc ahewng. when applied .co Wag w m ,ef aurtr a recommendations a cleared and etched 020 each 1 2 aeh x - 8 inch•lumuum,e,,ndltbn.124 hours)and Laud at 72 F and 50 pencru relsuve humiday,shalt be a,feienuy fl"ibk in show rw eeaeiing when bent ermad.314 each dtamotcr mutdry' iennenararNNeak be The .heang surf.. shall he eroodl: ad flat to fa,'iuu she T'" .e fa. If-ele.runs us the min,angular cion rij.sd"perforr.. cc, Sign ;haws lumivair. .hall Isere a eaot aluminum ad exaiba 85 degrots gbsamoter Hung of mu by tear all wren bowing and door asacmbly with a polyester Pic finish Alt towd a acts t 0-. uah ASTM D 511 The rhorng .urc ease.al Mk., across, Was., hinge Pits.sad door eduun 7 .halt by ruddy proxssed sd oompetible aieh ree0mmcndcd m o eehalams shah:be seen.300 ge.d,slink,strsi.nnsparent and opy.pros,cob. ad amw ne loss of the The Finessing shalt m:a e • lkcwr, rmp ales and rob,cut with Penal Auomlio,meting.ad.ppuc.tion. ha0.st. It shall*ave a...Quoting ee..p.."his f.ws,ro, iM rhedwg .halt perms awing a slab, pica of 2 a I.Pperruyt the hisaw-lie Os a I-V2 i.rh square Nhe go pe eeurta of d0 F w 1Fa F ed messes Au soncl of fu or .erermunt rdatiu0 sits kse4og and t;hteniog the d0 percent. cat shining shed M Ain aces ad parser a,up Musing shah be drilled and upped for aide entry arndua sad curing F uW w to 0f omppheE e4 about,, t,inn henurtr up Coudoustino drain hob shalt be presided as to ISO F and s w 200 F an applied .hating The e a ,th rQamme.ded by the....f.turer. i mflacr.fad be Plant , yaant P rhea a may be ckoned anal The d..r ah.0 be hinged to the Mwutg u 0,side of the and gasoline, VM&P N.NFu, mW<nl .pie, tuapenwc, n aAarwl future away from the sign Pavel and shall be presided tib and x rem boo eapu.e,bats.desires. TTe door chaff br pmi d d yeah Premium rnebrd knot rt0uvve rhaoting shalt aoram an the an..in allow the door to be locked m identifying marking,such as•water mark,uto h is vuibk after the open 7V to PO degree from the plane Of W< door upemiog9 The Tote Page-SP-131 Reardon Daw;April 26. 1993 _J t' 1 J ';• �. .9-39 Illuruns ion,signals,P2ectakAl 9-29 lllumiamma.signs,Fhwn"l -- +- juncture of the door and bowing shag be gukded W provide a nu light and dust tight joint. }ilg.wkaiidHlR 1.� gefrsnon ahlll be woufaeturcd from heal restant Exterior and orarior sub w of W aced winew, w.M 4®/ borwilicalr glut. The:efvacmr shall be shielded W that no threaded ends,-hall ue uniformly and Wequately riot custd by right son.as visible from the ago liming apprwch. The A Imtdip galvani unit p ontas The avrnge weight of sane shield shall se an ntt;nl part of the door asft.bly. When .oaring-hell be om low Dun 0.90 ooroc of riot pr squat:tom called f o the plans,future shad Ica piurided with a wire of amgk surko,sew u dderniese0 Fy was on 11 our,ee plot gaud to pmtat damage W 0c refractor. ekm from inch and of a standard length of codue of much sae. I The Mlemor shag he manufactured from one pate The+e us ight of r�t ot rag on any n w d,vidl rn,apcad duos poli-bai (A-1,er equal abiminl., '-he reflector shad be shall b not boa then 0 70 owcc Of turn per N W e foe Of single deigned an condwisd ins,will do W..ray. surhoa arts. The With,of riot ooatmg mull be detennumd in Toe fight aosree -hsi b a 75 watt dmwe phosphor aaodarxt wed AASHTO T 6.5. Ddmynlwhow and ewmwl witd .weary vapor lamp. The lamp suckd shall be a weight.shad conform W the oquir mmems of the UMerwnten . pmnel.in enthused mogul type conuuiw integral Lamp grips laboratory Pubnatson Nc. 6 faseat dwonl. In addition the i. W injure electrical canoe uode conditions of —rout wart,awed as die mattwr codua wout. -haJ w,boum sibeathoi rbe toot,,--tsar shall A ,plug bade ebell four dip.u the PREE, 9 cat as sonnow.roe wiW ASTM A:39. and ccate cantos all b.nWd for ISDO waits,600- s. The threaded ands of aL mndum shall be either plvini ed u {-Wets shall be om bfe for nperativa a l7S Lana metst Ii.olence with the Wrtgoing or ahall he pirod wed{shamed - haWe lamp and.hall conform to the nquiremwb or Section repair paint,Fomsuld A-9-7_'.All field omit ahW also be pint. 9-29.9. The cat factor shelf remain wihin a noge of 1.6 W with galvanized repo paint,Formula AA-73. 1.a. {spawn shall base a deign We of oo lays than 103,000 Couplings for rigid metal hype mduas rosy be either hours. hotdip of tkeuoplatd gslvinuIed and, in ddoicn, A.L' be, Mllarts -had rowlsl of separate compoonw, Wit of pamtd wish onr coot .. ptv.."g ropy pint which -bad be capable of being entry replaced. All Forms A-9 73 7hc poor -hall have •nununu o wet rift, woduetor tr`mitias shall be idea.ifstd as W the compowt t ess hickn of y mils The psWlod coning sbaL' cover the muse min teral to.ahkb they coeow Heat geanatug wmpon ots coupWg. shall be---fee to we the mrtuu of lesson on whim they GmuMmg and bushings thad be plvmwussd madwble inn an emnoted u a beat-imk. UP-,-.,n shag W separated wed wupar,tined copper,or winos tlxl lugs ant amNcs- 'rom beat gwmtiM commnwb , !hermady shielded to real clamping. .'momomng screw,and w.,,rev, lima the cue tempenron W 7S-C. Forth fotan sh.d m be E" length of rigid wal conduit shad Lear the Label of pro,Wd with a fuse auembls for every field conductor Urlderwntory LAboetones, Inc. or the Labd of the Cusdsan *bull{wood potential on the tine side of the hall., The Stod ref.o . Ausotumon if afleod arms of Cimadsn rwnustturt ',, Primary infinite shad be w indicated ;o the plow. arc s,gmvd for we or,Ue pnowt. Wnsfunon shad of.,to Phmnmdric pedorm.on,shad be M follow-: ap-.priste arts,I w Of the Cold The nfio of 0e mason.. to mssmum The canduo P.V.C. - aoo-metal& surd conform to Wuro maoce ksel on a pond 10 feel high by 16 rest -tcle 367 of the code and ASMM Standards, wide$hah an wmerrady wteed 5:1 approach: - The c..ud.k-half be or the two type indicated baba. 1:1, la addiuoo,the Wumioaore gradient sbad not 1. 4bdule 10 Fatsa henry N P.V.C.seafoemst to AsM. numerically ncwd 2A, WumLaanee gradknf being Seud.d-,to be mass ap swhstian s-dv roedwa,s. { def ed as the ntam of the minimum Wumuswe of 1. Riviss'k all ks'y `rap P.V.C. eenfosmin. to A,"M 1 square foe or panel W that of any adjacent square smad ook. foot of fund. "is performsoce-had be obtued when the fntun 6 moulted 1 roves below the bottom 9-29.2 )unction Boas edge of the sign and 5 fees out. y,mwewheaxelldFnabeatAeMa �nnMn 71,.vernge W minimum uniformity rnno for thesermaeu a meet as dimewmeed above sh.d not eumeksll, Sunetim hu.e shad be t+ioforcd watts,, with exraed 3:1. Merage uiLLal Wumiwace sba0 weved gatvaooed-tM from nachorrd u place..it gpl,wired -tM j 10 tasaundb for • mercury vapor amp of liS case plate(Diamaed maern)as iodcated on devil-beet. wads as spalfwd. TLe inscripti-w or the coven of the junction boa.shall be a fodawa' Also,the Caodlepowu Distribution D*y oo page 9.1M a I, SQal nob,,-Sessair. delved, 1. stow Lynas muh:'Nu1m,' 3. Tra@c Signal and Soto National fteJ•rn,:'T'SLT' 9-29 Illumination, Signals, Electrical TVe abOte inscription ihi0 not be higher than the top { .arfue of the cove plate, r It tutor Goan uuudad in mnenh strosoI ah i, be of 9-29.1 Conduit tut galvann<d fermw.NEMA 3 and S aomnr tun. 1.3/11irch R,gid t orduit alWt mntnrm to tro,,k 3e6 of ,be dram-had be unaLM W xh mcuill octun Fox. 1 Natuwl EkotI Code. A Page-SP-132 Revision Date: Apnl 26. 1991 I 93f Iwrmlmae'mm,SgaaY,)PJ.eekd _ 9-29 IBgmlaalkm,Bab.►b,,kal 9.29.3 Crmdtlrttum.Coble QW,miner nsr�tur sitter Each wife ebag be M-15lyd m exh iamioal end with a rww.. ter im .ot yJr,p� rr 'er.P-.round type namberiA. strip beariy the circuit Im aKY�,o� ar.asr number shown on the plan. No .Point of any tr.ffm .Roca conductor .till be s ii Im arA rvr,arm a.s.aa. peemeled cant.. otherwise iediut,d oe the pl.,,, UI hr i. iwn su.c� conductor rum ubaB be Pulled w Nr apPmprwtr signal aKwr.o� aver termioal rompartrmeot board with Pressure type binding past "be only exception sb.B be the split. for desswr Mukiecnductor cable eall be a.retnbled for 5 0000 w r kpps at the ofarert)uamc In.N the Wpo, (5C)- t wduaor (SC). 11 eoductor MC). or 20 conduw,r III watracwf.hag provide and insuru.b EL,menw.n (20C)eablas"per the f u,.m typical alousation. wiring,f.cs and ftliogf w u w..,6,the iosmlb bon of a 5 Conductor(SC)-oa No. 12 AWG,whit,oa the dgnl..d Idhtiog wuipmwt m.Iwwv on the p1... AB No. 12 AWG, white web gssn or bwck .urge, mut.iski cad i fisuou method., ,,cep u rcMd pberwue W tone No. 14'.pmsioing of vve group I. herein,.b U wmply with applicable ae.ion of N• Nationd b. t wductor(SC)-one No. 12 AWG,when.on, ` FJmtrhd Code. No. 12 AWG woe with gram of blwk stripe,W For On,purpose of Nu spocif ca o,tot news.w.._ ...r 1n No la's egnildng of wire gmups 1 and 3. u defmol u a cumin.-trywg conductor wed rem potemul ter 11 Cmu;mtar(IIC)-not No. 12 AWG, whit. Fur the Purpo.e of dtO apaifMfr(m. equipment grounding one No. 12 ".VG. white with gmw or bleak coWuctof u ciefirwd u the coducwr u.W to c roar the -rope, and, nitre No le'. an.iuing of wvc mncurrmturrying maal pan of equipment. n oew.ys, and troop 1.3,and S. Ywr encloaum to the ryuem Mnodd woducwr and.'or the der 20 COdu.or(WC) - ow No. I2 AWG. when, gmundmg dwtmdc wduowr u we ravine cgwpmont or a me one No. 12 AWG, when with green or bl ex wort'u1.ecp.nuly dmvd.y.tem. NriPe,W, It No. la'.eeojw t of Due group Cundocmn and ublt shut wnfono to du &Mbcablc 1,2,3,a,S,W Sp.,. -^ apc.ifcmom a follow. e. Two cad then wntrol wdunor wnrol cable I All current neymg single codwwn shall be n otodd sir➢ oon.iu of this No Is strudel copper DPPer wnforming to USTM B3 and B8. Im.wo,n condunpn. Each wducbr .hall have 20 rail shall he 600 voh E, T* .. ljowd m M... 3, Polyethyle. imuktiun W.10 mil PVC p4a. c honi,ail) cro..Iw.. Pulyethykne or EPR Type The cable shall be ntd 4 600vok. modmum. USE wukuan of cad, Nicknur u reyund for .0 ThI table u.embly .hall It cover with cun_m carrying w9k condswn to underground .only.., tape appl" weh alu for ekcuwai .yu.nr F.gwpmem grounding codunon minimum kP. The ov.0 jwk. .hW be 45 mil and boding jumpcn-lull be.vandd or wild copper PVC w rff he sire D.d on the Sudud Pkn for gmudmg 3 All.mZk ro ,tom,,mployd in tnf&wmuol sh.B .. Equipment gmWing wndnMI, may be ban be Cl--B or M..C mounded oppe, Tau... or mauktd, stranded or whit Wbe,n pulled N ough Due sue -lull be No 12 AWG. buuktion sh.0 be s,xawv a shall be m-uWed with Type XHHW or THW or USE. Type THWN W.Iwil have wrmoonur gran Dior or q Tripkx or Quadnpkx type ACSR rooted green color whh one or mom yellow strips Iosuk(d .elf-suPPomin- anal condunon of the appropriue.ire equipment gmuding wducwn IMD be unnded for alummum wMuclner slug be uad when reguie d - eopper I to the oontract.The autnl conductor 1h"be the same Mublcoad Yctor wok for tnf6c 1.9 .1 wntml as the in d-td conducor. All cu,em ^saying .10 be ntd In openk on W)v.W Idivdual coducwn dull oc.trandd Dnducwn sM'l be stnndd coPPtr. .1u0 be inrukld 5_ P 1.W bnckec cable.hail be ton codwbr inn dtd oath a minu^um of 45 mils p)"- d palyvmyl copper No 10 A W G mukid for 600 volt, be,,o chlo d o .pond . accoduo a with U'L83, or wd ..go — uan. TT, insukan u ahaB w tui on of 45 mile iuPprovd rquw, W .hall be color odd arxi of the polyvinyl ehinrioe uitb IS mils polyethyka poke. if -ore Iidd to the u,bk below.Tht individtul coducwn Wmwues •'L renolt balkus art rpo dioo m the ah.11 be cabled WgaUrer,w th cable t,pe and encasd to onnYa4. this mint cable shut be .r.d between a PolyvmYl Mkrix uhmth 75 mih thick. The duminim W huldul for both Nnbe. W onumwt,l Jwve-nord reguirvama for wducbf -oW.n do Pok wwtrOoU°n.If the lumuuve requiw 6vun Dim 1 rem apply •o the twu-Dndunor tad Nnetneducwr 1cmPneWhon ter thN 75 C.:he now jaad rtWl be cables nod w ogmt(e). mnppnd for oat pool. of the eabk wide the i lumwie.TM.ingk Ddueon.h"Net be lheuhd _ w'h bmww 6betglu. ri vmg of the empmtum sting rsommendd by ire lu nmjnm manu4cwrtr. 6. 'Veh the excepw rt of type XHNw m.uWan W with the fuller e.cepim of the shielded two wndowor cable idenrfwd w (7), and the mtt000mecf lead-m Page-SP-133 Revision Date April 26. 1993 S29 Nonfood",Signals,F,lectir-' 9-29 IduswiaWioo,593ui.,FkuviAi U61e rdOlh6Cd YI (9). OrmY1Yn11T mubwn �eEtrf d'1V(ViIgY{YI ismmd,d neaag b'IOMe duck. YOYnd any Cleelrleil COrldwbf noun 1)r l[.a�pm,Deety. 45 me,. rind the minimum amgahle ..town 4 P.atae saorklap: featogs Mauldin, rove b pmtd thickr'.. dLLll refer solely m the thicken. of tout �uaro�vb 2'aY,�tN mviar�' msulawn anRNdLLldy around NY conductor eiClUdmg 1 r-� �1a f1�` 11O jo`k"ad Sift vwa�pftbd• any shod.or y.ka thirkne a pa 6LLwau W aodu ladl s4 de a�i d ectudue co, Tw., conduew, Welded cable @hall love No l4 condueton and stud conform w LM.S.A. 9 29.4 MesseaIfa Cable,Fittings .pecific o No.50.2. i B. Detector bop .Mdi be No. 12N AWG wunOW M..Sw nbb sha0 be 3.1-tench, seven con nnnd oop er coos, Clos. B, with chetnhady crow-h kW messenger pbles eonfomwg to ASTM A 47•„ pnlyaahyleve type RHH-RHW uuulawn of u,..e elan-Aighauength Vote, 15,400 pounds .nimmurn brakrug auckni urength.Cws A gaNanued 9. Four obndnKlbr shiebw cable (4CS) dud consist of Swm..vldon shad be war proms,porabm,conforming a cable vvah four No.18 AWG cooducbn who w EEI-NEMA Cars 54-2 oandads for 12.000 pouts uhuna c polypopylme wuuuon, an dummawd polyeaw Mr-O .held,costa blocking materul in tho cablo u.w.urca, Dover guy u.smbly al.ali rrouet of a sue-way or raght-war and .26 and mlmm. rose, pekes of pulyaAyletw dn,expanding arne'br,arvtng a muumbn of 300 square ir:hes. The loaawnduc,r @@.roily shod be rwubd six turns made of pressed peel, coded with uphah or @uml., per lea. Esc wnduaor oW We o different prescrvmve,and fined cosh a 3/4uwh minimum guy eye anchor vuulauon cob, Ovsnd cable do.- dud be rod 8 feet long.A.u.kemare to e.paMing usehon,snow bPe 0.25 etches m.xunum. CApsciunce bawccn adj.cent onchon with two 8 uwh h inthelees.3 12sch pitch.1-inch by Pau* stall be Is rf pe loot and 15 pf. per foot 7-foot guy anchor mid. and for 7.000 pound madmum box.dugunal pus.The^aquuncu auL'not v., to,.rtuv be ininaw more Don 10 pe.t Our, .10-day unmenurn cot All pole badwtn. bolo, plow rt ,;. hangrn, edp o%rn wed ads exposed in a uwroed bribe solution gu.ds. and pole band, shed be hro dtppcd gdvuuttd in - 10. Tloeu-ctmdu for shielded cable (ICS) for 0 r detamr on^famwue with N. Nuiromenu of AASHTD M 232. cueun Pon nphcal fin ove pion recenven shall come of dine No 20 AWG conductors unth dummue; 9-29.6 Light Standards myn shield and one N. 20 dnin win, all rnclated G wan so, ,our jacks. Ad woes shed le 7r28 o andec, 4 Z9 6(21 Slip Base Hardware w..d copper a vervl. Conde"., uo.Lown shod M Slip platelss.w and anchor plow doll com" b the -_ rated 75 degree.C.600 von The dram win shill M ,couucmc,•.0 of AASHTO M 223, Grade 50. The bur plow umn..1" C nducwr lob, c ., .h.0 be y61,w, dud confonb w AST7A A W The kxper plate cull be blue, and orange DC wuuncc bf.m eondueror or 28 a,e conforming b ASTM A$26.cooling G 90 Stud, dnv win shut mx es,.d 11 ohms pe• I.OG figs. boar @had conform b ASTM A 323 or A 449. Nuu ia,ocda from one conducror w the Wier mo eonfomt w ASTM A325or A563, G,.& DH. H.- condua..o and shield shdl rot e.exd 48 y0O The wy,hers Wd conform w ASTht F 436. pcka .Full be raw e0 C. 600 vole, wed ....m erxge wad thwks.,. of 0.045 tench. The finished 9-29.6(6) Steel light Standards owide diameter el the r4Sle dull be 0.3 inch SLdu @bad be AASHTO M 223,Grade 50. P,q ah.b be noxunum. ASTM A 53. Grade B. Caaaeniob bolo shad meet the 01) 6s-gs�ommumewbbm able (6p66F-ahW ram require eso of AASHTO M 164. faFaniiog st.b be in REA specification PE-39 and shed wave .sy.i No ma„danee with AASHTO M III oad 1232. 19 AWG woes with 0.009 etch "PAIMPR mtW duowum shielding. The cable sM0:cave.pmouum 9-29.6(7) Weldink compound comp;urly filling the.,,de of n:cable Wddiog of and structures .W0 be in ocrnrd.uce will, The shielded en... ' tiparrig.. imemaa•st cabs, Sretion 11.42 of the Speei'utiom for Sbrraord Supports of shall O the folbwmg: Highway Sgm, tormium,. ar,ol Traffic Sabots, AASII O 1. Csabrwy:S.Y.bin drwa.�.ean.a topes,sr t9 awe M5. 3. bona: aid. Argo bqh sesr0 plyiudry . or lo`n'peDY�'.ah�°�e ir4ry n ram 3agafornoung ' 3, feed eon omw66:I..anuvr e� oo e+n an n..d 9-29.9 Ballow,Tr ern loon war•.or, Iqs gala laary)b mlosir team tea Bal:o:t for b:gh pres:un sodium per u. .hell nd and row ouict copocismwe tom. du w i t ry spnLSod. Ba1L,u for high 4. 3dfy: A onaiewaelorsu ,advert tree ahYlne designed pro9e+y opxae IR u .wsaly'mm nand Ors, ddb) AW tAtk earreased pres.urr sodium v.po,Iambi ercep i,000 con!.mp..h be of o1.raFnnoo ap Ad a.ppbe!fseglbdu.ey ,.war s..d„a ,he mogbetw reguuw, tyre provutmp for .plu or menu. l rorseage. A "' rnnsaaed rape .pied so no bra. 10 peremt u"t voLge r.nge pl..or minty 9 g.t lamp - g •. -."FrWss devisorwar regulation 100 wan h,g:.ynaun sodium lamp win'.; Fes,moorudoe wMht ¢raw by auo reguawr type hellub provdug for a plus or wr. �Yraayles, Iraeepoaeded b io Y w-d yhr, rpersbn ... sell crdloo, Page-SP-134 Revtvua Date:April 26, 1993 J I 9-29 fuuminatim,Ssnae,Fks : 9129 luumisatim,Sigis k.F.Yctrial m.w 10 percrnt .pm vohagr mtgc with plus or mww (road, bobs,aruhm,h.gn, ek.). TM saiNns heel ab.0 :'t<rcrnt la"wawa or'labn. ALSI.300 was, ebroanonuckd &M , The Iss. abp-finer Ba. f.rr mercury v.pur lung shall be duigad m bobs shall be enl.n staviWs peel or tat-drp gaivamsed The "l,opn•c nc'lamp apsa fied.Sallasaa 0.0 De deigned to housing.complete wan aneroid bal".shall be we.titeraght star lamer at.,.stunts u In.u .20 F. B.Uuu shall h.vc The socket mou sung.1mossm shall be suf6cimtly ripd the clacncal chanacwwa of th' oon= usaag' thu upon appLw&Wn of s 2 pound bad in wy dusamon on the .reguWor"type,high power 4ebr with vohakc rating u nosed light source eurr,the 0ght sours alter w,U now Mica coon m die plans.Mercury vapor ballast,shall ha cspabb of plus or ttun 1116 itch mwua 2 perm lamp Waage mgul.von with plus or minus If sssad W,tb:aluminum will c bB b Y mural (rush, 13 perecat mpw vok.ge variation. or, .f daca.t, the aluminum that rotsive a pawed aluminum BW.ets for mina hLhde lamp s1Wl be designed to properly finish.All luminaires shall be mound fev.l,bath banual.and opnsA the lamp sfscdvd B.Il.m for W cowl lultle lamp longasdur0y, u measured across poin gwifol by the pull be am reguWor type manufacus. Leveling and uncrution shall be accomp0.hod .•4.cepatrus"buaformm,or other device pull mploy Nc after polo plumb.(. Highway " duwntive lumu5ares shall c of eompouMs idmufr d u pl,hl.,uw and biphenyl.(PCB) have hp-focra mpbu of adjwting through.5 degree axis for u dakaru•.,coolanu,or for any other purpose the requtmd lev.ling procedure. The power denveM to.Wrap shall he Iunuod m plus or Refna mra.hall be fomwi from hear muum,hWi imps. minus 9.5 prca t of the rated L-cop peer during ..a] rooked bom.iacau glaze. Flat Ina .hall be formed (non beat opranon and with.since crud Wnp. Duna(warmop of Nc rnutsnt high mpaa aoros0icaae or tsnpersd SWs lunp,loser power debvery will be permarM. The co W.aor emrring the fuwre.lull have.urnpronun The power facanr for all high premaure"turn vapor bailaru rating ,rl to or groaur rban the futum manufacurrrr'a ahaL m 95 patent(nomoup or higher. ranmmerkaaon High umpenture ebeving as an .a pubk Each ballast ab.0 love.rime plate aaacbod yu.nunt)y In nv h to a,have thi.. kite cue Iutudg W ekw" 'eau. All lumumnos.hall a pruvided with markers for pmove TLe BaWt shall ha furs-w4ad m the I.mp sm:ee and idenahc 1r..of light.ours rye and usaage. Markin.h.0 be terminal ward. 3.cite.sgwm oath Gothic bold,buck'-each bgsk on robred Davy g.ound.Background cokm.hall be geld for sodmm,I la far 9-29.10 Lmnummm mercury,ark ask for meW haWc light wurccs.Leg�shall ha wad wth wuvrm film maaart w dint nulwr. ark Al: l.h, P shall be of the ualnbuwe typ and w.1c., u'uavbkc exwwm. t<gads shall correaporW b the following .diutcd N Ne Yl.m. Clear hmp shall be cmpbyW unlea. code.. .loaned whenwe.the contnct. C.....wtul hrghway lumu,i.s shall be baWp w h.J Lscp waifs � Lstsd %p. with cobra head wnfigv p^^ Luaoi.,a danibuuon types .1a0 wnfom. to the IEc 'u$&auon .yrtan. convornonal ]0 7 highway lunlWnw shall provide acutoff :utriLmion usu.g lw 10 .rcfncbr-iea.buwNg ask.bigh ptn.un indium.igdn wumr 150 15 They siau be eapble of amcp ung a 2W, 150.310,or 100 von 175 11 ku,p wmplm uitb ballast 2t[ ZO .1 1.,.airta shall have .tea aluminum Auw.g wnh uo 25 a sbp-fins,end mounting. 310 31 H...ml lumuuvea ahall.tech•o 2-inch pip!'nnccr. on 400 s0 man .rma. venial mounted ism... Sall be Pproprawly l00 50 5 .acd for Neu napativa pole by gn., Tha r aster of kh I.000 1D lumuuue..hall be of.wool deign or shall be sauaW with ' ar— Tha nfh l A-11 be nunufasured of pnluhM.lumum or molded from pramat"lly luau.. ro 9-29.11 ntsO EQapat + glass n<refivaor or C: It.,shall be mm•ra d in.dwr fame numbly wh.h shall be hinged to the I...or and word th 9-29.11(2) Ishotoelecuic C'.m,r u the closed psiaon b the hamwue by romu of an awum.tw ffimmlatnc wmml. .hall be .plug.io device, cured b typ Wch the n6ssnr or Bp lens srad dmr frame numbly. op..0 on 120 voha, 60 Hz. TM, inn al" couat of a fight when cluaed..bad erm pressure.pwa.garka.eat Gskw aws,uvc'brow connecaed so neraaary.1 mhya 9isbe', shah b' wmp..aed of m.teral capbk of withstanding �M.aB-havcyspa.tn5�.r ' umprm!um involved and shall be ice sly held N pl.w The Fa.orde.v - frker shall be charcoalWom argh etv Isekn my-sA.Uissw---Qw asys,.p��nwsut Lumiw a s5a0 halt reap &I,lios:m homing or the �Mias.dai{ees-.ardlew mbra bead i"l,with a glass oral.rlrarar. The u-,it shall br w doigred that a!doom of an.clectro.,w The an, acturer's name or yabol 2b.0 be clearly w.ponem w.7 eocrgue she 0ght,g...g. m.rk.d w mb luminaire. + pya).. sag-+rasa ee-an All I.....1bal]have Neb wunul wmponenu wruod k mm I.,emkgrapoanp.rsv� w Nc :umwbe fnmc nib suirku vat moos.( hard,.n Page-SP-135 Rcvnsmn Date: Apnl 26. 1993 .l29 IUumieatiou,Sigwtr.Ekttriul ►I __ -.—_ 9e29 IWI�IPylwr�alr•Elxtrkal 9-29.13(2) Pi ope>.Oom Ir n►�eey.�-may rya -d^Pk All wmrtdm .hall be equipped Ior reahing p..Wn of.. -W"-6r4v.a- tela•-wwh algal UBhu Flrhing oper.,ion.. Msa required uY niboad preonpOon. buhing wmrol, or Ojw Pura, hall be a for fluhmg yclbw bghu ou Ne main meet or highwr and for tubing "d on Nc cmr, aueaa or story. Oulu, oNcnna i/nkaawtb.,wee speei5e,: N Nc rontna. Dum,g pub dry!., all prAeacun cv_uilr.haU be deerargi:Od Mere - Aa,uwd mf„goal ronwl ... .mMa -BBee b-<h.UAe of eery mo bash ope— �~ ,hall be rapbk (OOowr ,r,d ,aum too oo wn.ul opntion u Peb'a:arw,emwedye<rpN- . faor,y,eneryreYr 1 Te,mmal Smp Input (gunofe FWh) Who u1 le4 u T< Phatu 'to rb,U he• Wildmk devk, •fuoamn of,mrrninal qr,p w4- b.ronwllcr.toll h-nao valuo I,Me tem wid, Ible pmvidc both aequrnced imo ..Penlurc nog-of-55 degrees C I. raum e'mY Omh r'd.equwcN ♦70 degeas C. The pbow Cell sb.d be w normal opnyon o of the . Nr uO lop Of Nr lumiw' mouutW inuaUy nyuuemenu of Nn Iatdt edgwn ue. Ina -manor MulMlkd ryliem, < Unitom,Traffic of Ne M.nwl on P'xCo cell m Mewl me syrsem shall be Conwl Dev,a.. wmbaire.carat Be th<leri 'aOuowd ou we _ PObw Pawl It the ,[e'wu,,cu,r,, 1,0 The phew lucaled lbefu S the When the Ouh-.mnrnyc ,w,teh Bell shall he rapbk of awbchiog "Ot: I,000 wAW of WUa ' dx'r v wmed w U, incandescent load ea,minimum. nub Pmitmn. the ugwl, bull k -`Wy men w owl however. the `Or Urr styl -STOP TIME.- 9.29.I2 6lectriol Sppeg Ma(tsiak Wes• UK .w;wh u cLrod on ,monutiu, the I ,cull rontina w flu( .n.dditiorul B aaor,d ud, awh 9-29.112 Pened M Ne wmp�r ur Ne mmmued 8,econd( ) Trarl S, Splice Matrrie: tWn P,r,od, umu.ou,erwiac. Lad-N ubk w ioep wrc or nuF�aomacr,Coen +ball U:.:iWu,cl �i�. the co,wllc1 aplku.h.0 be F Pmbc Y maume wrui cycLc opnlim. .t nofcd N d,e Cun[na ar u rbo`A"r' +wO,-eSeet,g.d_mwye as ,he hegmnmg e(,ne7 gr ,,ow. m Ne Suaud.rd Pt,n, 3 Conwller clbiota Swdchu Who ow fiwh-awem-k ,xlmh hsr,[od""dc the an'mlkr«bNet u J,ad in 9-29.13 Tmfft<Siglml COntrol:a5 Nc fluh po.ilion. Ne.i lj shW in„ry uuml 1 w " bowever, Ne Y meet A ronbog shall Moro[of.rom lac c ammo,., rhW eowna b for wnwNn ➢ krv,ca!mcc,unum func<ion. WhM Nr Ouhamomatic.wkch a phoed m the woo g Nr wo, Blom 11 uamc ronwl .L mcluding Nc,worwtic psA,on.be ron[eober.h" 8 mechani.m and all rma,ury euaili-, "Bono Mmul cycLc o u^ utcly mounted m ."b;xt.The uek .hallo eqr,pmw0 pm4on-Nc bcgvming o!Nc eyck, sN k Pentr on I20 Mk, M .-cry grin. Adj.ant w it' Iluh-a,ndnuW .a,wh 8 Puw' aherwtiog eurrnt .ud sh.0 wr Nr ,Iul: 4 awnwlkr onoR .witch. power enc One frequy m , time ba,e. The tea Ric If signal h.h-,momauc rwwh u in Ne aub Ne Mmrobee sh.0 meet uhe reyuW.nMb 0. the N'Wo.l Nr corw0er onoR ,wiwh mate Mrkion and Ekcucal M.nufaauren Avoei W. INEAIAI SrMd,rd Ns'„On,N<.igruh rluU unmed phew lh, OFF R,hliutum. ,. P.'!r Inkmu i�Y oven w Ouh i:ompoarnu curb .-, tahwn, caPaciwn. Oiodn and P-vcr inkvu Won On -NEMA- wnwikrr any tramewn-hag be Indbidu.e` replaedbk utp' P m Won bnger thm 475 plus or mm , na.d,rd BOlderiog•o,hnp uer. lay 1°i-9 APP.-vM i Lu ,.nd., 8y 1. ahW n<ncrgire wmmen, .souoted ie sakgr and .hall be ergnted ekcudr.baU be wuh No 2 above w ensure an 8 BoOoW fI h wpy r'-Plrenbk wkhout prior tO fhe Ban of,rrery gran A pow pr,, s.Neriug. All MmppAMU,hall be alaadard ^qr lb,.hdr` d. h.,). krmv of Inr Nan,75 plw ar minty 2S railU.erondr,lu•I ram Our u�^in Uw ai ioterfr< tnfl'sc agwl eOomoUrr sh.0 h upLk of dupkyt U 8 of fuu omW.. W g,ul Wt w.h the M,km.fr real time• �^°Kol widmu Change. Type 'Re euntrob, .bap be n .usla Mmputn. (Mewl b pble M brph oe_pae operation r'k` y N< mukirpoc uu,ter Mmputer) Rod 'wr oPentina. 'ib< M.1M_r .hall -Br, of - wee mrabo t Um aeqcnre of he-w�,metr I*luS'R"' Ph wit lnduiiug urela,a, in Mmormauee whb the C`fta Moniwr. 1po aRw1 phumg diagram oe Ne plan. W..o n .wmg ronNa•ng ugw� or In.fold 6.mod,or in,full pmLag Mhrc unaaosf a.,ry opntion votraga, the roon. m u", -_ deosh oe srf•. l+etuatM moAe wkh M�_me stall vn lwda4ko Phue r requked. AL d.,,,timing Bud ho.e"er C,cu�IntroUer hall�iWl w men w nuh; u Novµ shall be ar<ompluhed ,f N< b<'al of wnnia. Af<r toll,wun"monitor hu tram,q t,t,e tmmtiou. Mown.,.h,P d•splay,a the m,medu of take Mmm yd of gbe 0 ell rcry greryah,w. h. Plrh uek rad& u , two t" (Apra capable of .••&aieg IP.d, up m IUpO waW per rit<uk Pa91-SP-136 4 Re"mm n te:April 26, 190_ i R. 1 9.29 Igutnfutloa,Slgtab,FJscaird 9-29 lih miwaot,Signals,Fhcti-I -- — --- .. I sheranvly at a rat of ifflasher per minute per compound.Tmrnauls shad be nikd pbtd,10-24 hew soda of email,plas of miow eventfWhm Per mieuv. sufficiwterru el length te Pmvde ant m wrmeo lwn N I AWG svirts,and-W he an mounted that they ranrot he 9-29.13(3) FJntll%n Y Pae-eatpann mined N the uu. ( hemecarely alter -valid call has bne" raeivd, Nu Ungmudd termwb hall W wulatd from <Kh other prxnpdon comob dull oauu the W" m "Play the am1 stab rmrnwin ---If-- leakage dinwtoe of eau Isas than rtquim: elrasarce iMmvsle and •vharywmt preemptmn lla inch betwzn any eeP--d currw oduomr and any ono" Preempunn a�W arymnce as noted to the 000tnat ovendi, pa,, wash an wubuon laemr of IOG200 megohw preemption egvipnem WO be in,Wkd ad the:imereal wiring dcpnnMnt on ertrrul virtuu coduiou. of llte--roller,as normally fumbhed by the mmufsau:rr. u Suppreawn dull be deaigried for operations on 50 unprrea, na aperd.iensaaarwwf 125 vOlu. W cycles, aingi win eicu4, and stall mea sudards of the Ud oc erli ' labort'ne a.1d the Ruda esdsrure—ef++9e^ee 'ys. �prasw Mwubnurcrathe V Few Asaocation Emergency mik Isrt' Stoao shall be fumishd either 9-29.13(7) Tm fic-Acttmted CM"llers u""raw uai,,or as module,that Plug direct,into a rxk Traffscaauared meamdcn -haw he euaroruc derrcra wired to accep }M dscrimiwlor type units. Ile pre, ,vh,ch, who connected to taffy deoenn or 'char ateana of rrpba glare oPmtiioa had be mmpatibk with the 3M artustwn, or t-. . -hall vperav the electrical naf" signal p sy, paoy 'oium' rtest which the City of R.W. is Mle;.'al one or mrt o inv:rwcuons. •u= y using wed shall be mpabte of being activated by the AU wild-swc eattmmc tnrac saurted onwllen errj tact i "on"vaumitters. supplemcnal dery Im shall empty mgiw memg"abodia N'hm a Dra`en'ptioe am deer detrcta An erorr,evcy The 'nfhc ugral conwl rquipmemordinalar , ordinal mlwire tech. W< phau uteMtur shall hod the metnmller in We f2rmmcJ in the omnct, mast sp fw"y onform w eurxera J related paste o ad,.., d'esally to that phase after NEM.A ape fna ores 'OR erywmtta& + o�eenb° 'baveing all vehkk ckal-M- The phase aekeWr -hall -�-T'�� l hold the non ha the phase"hick. until the aMeMWr no Amsted mffic sil,.l contnllen hall be %phau oorml Boger defect emr1 lo,vehik. N'hm tar pour>:I:<me b rnpnodug to one dtntor,a into, Vulnn'.edenuty ummg fatutu shun be pmvdcd ttu0 non rnpood toany c'her detsbr unul calk from the ontrollcn. rust de ector are Mired. lodkamr light shall wdiav bvref—F^n power no, signal .clog received, c`aand called. bwivbn .*.,,,� - ..J shall el .,stem power and simulate deaecWr Milt for stle fied w-'+pw�'^r� mw - � each Dhue. It �( agree 9-29 Wiring Diagra Sche ms ester Schewti wiring dugnm-of the mmruucn and sun-lure b.,warory-taan� }� cgmpmem shall be submitted at the ume We onrroik,v an f3eaelaPe�. mil{ 1 debverd fee'e'Mfi ur if'fdeiOd by tt.Psgr''er pre""to ymg aI I n purchase.The diagrar. —show in dent all eland and 1r a-naeufawuser cheese+r.su!®Use•+^as'esw�net"'d°d"-+1"!Fae W The peas shall be i0mn.non by aame or numhee u. a manner regeeod-r{�wiH'- -MaigsWa°Mx0°' rudJl mW,r dd. The malinger .abinet -hall have - vgoe r ,_—.aeesgd'raFaas'a1Od 'e Iwaterproof-•elope with a aide aster atsehd W the'maid, nsrlArd1evlr of Ibe ubina door. M the time of dWrery the mvelorc.h-0 1:Er,4Asnse+eResrMaMpsevr'h-r dveatin s"1„M^'ehalssaR have fore mmPkte aect of whematia nod maouah for 1:1 rndy,tine'rnn--ealFtlsah-sn�e,�+rwr,b-+r^r•rnrrnrlf�vitn usemblin and wDaoeviban. I 9-29.13(6) Radio lnterfer SUPDreO,lry .J A mruelWubib redo''uteefermee Plter NY 10901-1 30 &v,tly.....l.-.vrrapherammRdan am Ps or equivatesl shall be .d to FJter the A.C. power. Ay_yr eNrvv--rlaHrt r,w:dc raereManrnsa—gaP-•m' Addt.U,, all Pw. supplies shab have noise immlooll raarrw-NMwr-+uenmt C-1-1n,rn-+-irran-+tit tram Cher devise lthhis We cabinee. epevee+avarme All "ff. -ipW a...:+I:rn. 04.1ncrs, or other All timing fuortiou and input and output feabrn for .+- COMM-mtemping devicea ahab he eq.ippo vnth rsdia fully-actuated,•'lame-deity oprntia r40 err po•idrd in J mufferenra suppreawn doi011cit u the ellon power point sccnrdaw,with NEMA sunds rd,. hmrrfcnno supp...shell be of a design wbch will mirwniu The metroller shall provide for aalb 5 each tailing qqq Interfere.m both bmdcut ad aieng fnquocin,a..d shalt interval by mnu of poshively oabntd Ma+ga. The timing provide a minunum-ammawn of 50 d>dals over a frequocy fuwiam-hall be oe the front of the matmtte toot or'"B range of 200 kilocycles In 75 megacycles when used In have key Ward cote, and liquid elllal Aapb,. Fur the onracunn with normal noalLWo, sued,,, ooc-atiou, the valft -ignal me:n,.- •" ivM-lode The toter fertnce tarn h meshed shall ere hemaiuLy all ro'e"arr req u'vd topmvidr W inning and all funoueoa awW in a n-o,,taisl mortal caw rdkd with a aunable iuvbung g a fn- ansi opv,olo. a foll,wit2td mode. Suede- Pog,-SP-137 Reviton Dat•'. April 26, 19�1 _ J >x9 IUudeatioa,sw►.EMmt!�_ SH IUurNea.aw.Sj,va,EUrtrial ----_. -_ -- alwabov .hall autuma''vUl Lemur .apoo o ie6 er Gnu;useflPYt±"'�8Q mtrraaon< Uoea, fadun of cabal ouster romp' tn, or rbra spndimed by the mash+- T*t: -'by operation shall hat Phase belnR there shall ur a'warh u W<ubioet o.6 plated nJ folbw aad he roWtidaul u Pna' to time bypam .-oath. If the bte"aeetbo k P d'n Plar-d at the mat"of maedbl oPenu,v. 're-f finen n.Wg operatkm eitbar b• the fulb swarb or'bt'al'orc amp"re npr."n'no shall at to up a.uni't 7 moobte,the rontrvure$ball tmah lim ly mop time. The"Op .. time blu neat h'baU•eagre nep time from the Marrow, 9-29.11(7)' Enrrotmtalnl,Paformarrce and Ty- rod pe M. normal gtUog operatbo vhJe We tnteaertbo Standarb foe SolidSute ."maw in Rathina operatioe. z Traf"Controllers -- The wupe ill u:u ape=:if' """' v-Iu,tu Ihr mmroUrr PTFCT9R very s-kw assernbly of eolal-omr des'g" ueul;( on local rit ao'ho" Fxh 'ebkle and pedmtruo Pb." sWU bar, a TTc s rear utcv:bly mcluda Sc wuNcr Fmof uwM& 110,E 1'elorot detan r kat 'wacb. Nhoo mo'n',er unit, bad swvhu, nqul wnfna mom^rml8 mpmmUq r a na1 cvamaY. axasorY bn• c-curvy, AC W:c dhcn, dWrass(,th•twilcb'baU Pb-e a call oe at rnpnvr tg dmrtwn,coordwtiorl egwpraW a%' me:La,ud Pet'u"Fkie phaar. W-ipyOot. Tor movol useenbly sb. mat or"'cord NEht1 .,uhe r cv i e du ilyds and Tam Proc(uns.Normal apeniuun The eon`..�S pSL 4_ d L• sotkct will he raquuvd wghe tar more useen k tool«(" 10 any •ith . gmul huM mmbmuwn of high and low mvunnmenul limo be bw A rno•ninte outM protected -,tgc., btertapen end ae tneaodncat ump .otkn $tall M h„t un:pcmm�wiN high rrpmmun ncuc tramm�Illy h for the IMP The traRr, 'goat atualler anemblin. uci„d:ng Wr fumhbd i 'sin abrvs. A door awa[ by a I I M t6oti rontrolkr. auxiUar• maVoe N.ipmmt and shag be THIS timak $hall he Proare" abuet -MU be shop test( b be utufactbo of the thouk beta -r ntd at 20 ampa. F'aglnaer. Tntlog sad ebnkout or aU dmieg rtrtuaa' Abating and'goal ogentba'ha, be at the Cdy of Remon I ai jsS11 Siva) Sbup, Rmmo. wwhiogtoa, The Sgval !�1 'y will Fall If,nob shall meet Jrc:'IFh1A'PLI:S'pr"ra" o d I .pate t•. The the r w'rbr for the rethe' rat v hmb the pmb•<and ngptie<poreinm of dad reltedom. TLe ante. .ip'ball tady 'ilyfor the ab�;�n and Wall oeo, •Ik and related sae. W. .b t e Catit tart for u.t'*' the A.C.'My wv.c far all gees,amber-ad pdemrno w romPUee damlmstntioo br'We rootrMor of all uugratnl indiatbas. The be k,.g of a dbpul le ron(Iir.Wg .'. rompooab uthfarmrUy fuocfiming .hall man We teat iodkatioat.ball not h beA sough ta he ehihk m mdoehu . otaUvacdon shall smP I"tot Perim: oatU all �.� An or pedanvas bdon We mooaor'm'niatn tiuhmg opem.nn. {. parts are utkfecmdll oPeadng. The tot shall be"traded Them 'ball b • eeual ud'cotioe that Nr mnoior has r unt➢ a mWfmum of 72 hour roetiauuua 'adslartnry prampt.d oarat-1 op—tion td ""m has hen peda`rm.otr of the .tire ition b iAr1L�41ffRL-fleiQy...Arrnterl e demomvaof 'R<dmeaa r ioe by We roeuattnbaL not Fsginaer of all roo povau fretdomv- P'op•-1 refer' We roetrader of and rmpomiSda- reutirt Y el 7Le thatroha $hall tithemit aye o"" •obate `o rgr proper fueetiooiag of all aforensted ran"I gear ..hen frcld proln*or that stall Pas' We motrvib input from aol ".• iomau(. vohagr turgei that mold damage be roovolk-or aye•of it, Ty mmPoonu. :. 9-29.Up1R Atvtiliary Fquip+nrat for Tn$fGC 1 R Term�l Aatualed ConuollWi k" ArfaRa••i4re9•.�eau'aPPt1'1°�UiaeTAa'O�as Then 'baU be a lermwl grip for 11c1A wvinR W We ,per.yea(p�reyr,.yad�wileletrlt'r+kn'h mnteoller shin"" The tumio6 "hall a numbed io a brblrr'eteeP1a ie+egaM'a•<sR.�eot arardaece yeah the acbtmatr wirinit diagram ou W<puns. If u d0eraot nuutarlod symno I. .aed for the eab.6 fa' ri.4HWA•pabvi w-4Ii 1 airing,tbm both number.hall hbd each trnehIr and the cabinet whin!. uhetnatit dn•e"M $WU bwJudevth, wh'iot eumbr whtR tha tnmu+e strip �I Pown i`eaebe. mmmov bus Wr wkh a mntimum of IS ramie'- avd a graved bar wph a asbiuvm of 6 urmWah A .0 be pmrided. There 'baU be a mab W`ece 'wacb wide •he cabinet �i Wt'hal evade, rantml eyuipmat ck -iaUl dad who Q2mvmw'-_MfffA-vs tarried off. Tbere '"D De a aruulke Power %g d Was oil ct abtU railer Wr mntmUer aad bad vwimbVog drain lekr(att rommuoiatbe drain $bR it de;bur We o .vino for separate sass. or as m(uln that Plug dinN7 <k"ka ' dad wb'de mLLOTMivt nashmg stuU M u'(far parpean of eb-Mlog--"It"or bad swbchlag derias. aatrolb rase Tbr ammu"iatbv tltekn pageSP-138 Revimov Dau:Apio 26, IM L I � 929 10umMatbn,S+(lmnb,Electrical 9-29 IQamuafioe,51{uY,Electrical os-lce onmpsds codtrl•1 0( t4 falQfKliDe and shall be the field--Wetion termwh. T&uni aha0 be wutd upsbk of erammhriag all dander sad signal ausm - .numm,such that the signal will raven to flash d Informal'- sad reevin sad Moodie{ command the meow" monmr La removed born aevicc. iofor-•two from Wr--Puna ak m eoafoawsce and within S.gkrn-ul Las is not to exceed 10 warn per the spabiluy of the multkoak souls compaler au and the nwn::orsd...A or other menu.shall be provided- interconnect cables. pre cot wnaut munuor. wakon caused by dinuo ing The fallowing auxiliary eq.q...[ scull ha fumuhed aW Cr)AMP burrow.SuPPkmcnul lsdt shall be uuuflW inumUM w each eaM1mct for NEMA haf&-.ctuued nonuolkn oo the wow, ode of the f.W ts,o..0 cormet I A solid-,mw Type 3 NEMA flasher wash IWh-trantfr, mom-n shut n,u le a mmunnm of one bdsca-r fight relay which will ern to the flasher sat uokW the for ca.:h harc used. The monano,g capacay o thc conwlkr horn kgm C..". Sec Sevwn 9 29.13(21 than he wmp.uhk wish the no'holler frame sits ^'1 (or opar.uonal rwuimnenu. Conflict--Inura abed-I-&a program ea,d. j 5n1id-mm bad rwucho. of sufhctet number to T A display and dctechon panel ahowing sips, provide for ach wtNek phase(including futon phaw iWicstio, uW provding detection bpuu The rp if shown La tied pWul, corn pedutrisn phase and inerSecmn panel that depict the g-nal P—Poon -qu-a ud..w in the -waft. Typr inurS.loot layout. shoat smut. phase soul overlap PhP eahuMs that include a fully w,,.d 16 position id-ufication srd north u-w. Appropriately wbmd lock peel. Snkbustc lord aw'sehea shs0 wn(nrm - ineYlOtasW iWwa-r l.mpa for aash red, amber, NEMA sit nismis e.,Tf on:y optically noktM lead green, walk an: don't colt for nary phas:. sat sweehes wd1 be L.-rd toad swdebes dull .elude overlap shall be 1.,,idM.The loc uos at the display ••� milts-r kghu on the u!put cvcuiu lamps on the panel thall simulate the field bstwns of 3 A power pane!wash. .,..tad .•MI display.. The wmr5ation dlap6, e A ontro,duplay brute, sued 1. p-o Ada lamp. .hat be wind to appropriate field wire L'_5 percent overload pmtuuoo to' all conuol WrmaW Thc panel.hall be k.:W the m on e inner e 7, } cqui; rsu and .igsl dupky.. 30.mpere of the door TLe panel sW0 be mouuM b the door mbm.1m in such a win as inslbw remmal wdhout use of any b. A 20.mpene scoessory broker wwW Parallel to rook. Pop rivet mnu..ling will mat be allowed. -s the wnwl-!.play broke,.The breaker will carry Dram,.-a, he, with atparsw open.. test, and off asca-ry load.. includkg ver,' fan,eabuWt light, posiuona.hall rc pmvkkd for each field detector input plug rveptsck.cis cupric u pan of the panel. A display k^.p w,H be c. A bu.b.r isolated from gourd.0 unfu,W for h, provtdW for each mash sot.! will W.erjute upon J neuhsl side 91 Power supply vehick. Pedestrian. or teat suoWlt aquatic.. The lot d A radio k•crfeoncc mpprector-the output udc swish.hall rrovlde.ep,rog bade momenu,y wmaoi -� of the wmm,duplay breaker. Sea that . place s -afl in- the wntt lie,. When Lathe I.. t Seaton 9-29.13(6)for other¢qulmmenu W DPP peeked', ,the p c peat! cucuiu will be c w tnn.iem voltage pnvaWn devt-wnnectW to ;uwnnected. In the oprnte poailion, each respective the wntmlk-power eueun for protection aguml detector cucuit.hall operate normally ,Uav abnortvlities of -.. u sr. 112 ryclr Switches dull be provided on the panel wash Labels y' durwon.The,protector.ha0 be.suh run high sod Nncwr.s as follow 1 energy circuit curtaining no spark gap, gas tube, a Dupky on - Signal uWica-r lamp t Lll display or bar wmp„,cm No degndabk nomponent shall Jr eanot operation of the intents~!-' r or be u1W The current rating the device null be dnp�ey lamp, will open. p,ntut-t v I t.n;, tom It ,hall coed U.L. seprnte swuhm. +, atatWstd 1449 and alas,.. provide prote.uer. b. Test - Al signal uwicator kmp, ahW be 1 Mwren nut.] to GND, and !.to GND., a energvad. { will wet as line to neutral r Diepky off - All aigna, uMis-r lamps sad f C.1hues grnued nutria, mdc,-+dent 1150K ohm, detector u iiu-r lamp tl.0 ,e de.e,esgvM muumum,of neutral The dupky and detection panel that Meha,, s A P"kea panel healed behutd the police panel door .n approv- mew of di.e:nnectine all oohing J wash •flash-somnaw mteh aM a-owl-0vpIy e.-Wring the panel. The display damermect ahsll power brae onof: awisch See Section 9 9 13(2) for include.twin.-yumpar deecm>n all.wren the oparauonal requurnWnu. display Panel u dk.nnw" All rwecho on the 5. An Auxiliary eowol pool located!nude the-w9lkf panel dull be marked wash kt assnoLated phase sbma with .Bash-au-manic men t :,mho&r number. Vehicle floes ie. rviu:hn s hall be snuff switch. See Sectwn9-29.131'; for oxnauonal MOM with the phase numh_t and plan loop '1 Mqu.cros. A threa wire 15 ampee pl,g .,pwl, number. All pare' nuttin, shall be ).emuru t. Jvid, grouWkg -nun 20.mpers g uund tub Presaurz..Wive spa wi11 rea be Wowed. inunupt.,r shed Wu be provided rot the pan" 8. In.u1uW Wnnuul blocks of suf&rut nu nbe, to 6. A wnfk ce., ownaor oforn-9 - NEMA .urd.,d, provide.termination for.0 &b wising. A.... sc S -o 9-29.13R1 for 0pcnt-Pal ,, aemrnl+ of 12 span Wrmunla ahall be povid TennuW 1 The it shed now',conflicting tW.l i-e.twn..t blocka dull be 600 vob. huvy dray, barrier type, j Page-SP-139 J Revision Date:April 26. 1993 ■++awwAratia..- L_ � �h 9-29 IllamWoon.Signs,Ebrbkil 9-29 Illumination,Slgub,P.lectrkal -- 1 eaeefe loop danotor kad-w which mar bc7 300 von kgibk. .r,d eudY rota from .d,eur,cc of , Each,mminel in" be,provided wah a fiLWAWc and approvm.arly 61.0 .conue"de m,umew, separated by a minter anp The wlbwing regmrar,mu apply w -uzilun NolMou . The marker Stnp sh.0 Gar the curuk.,umbe .ndiuted fen alma with TyP•170 controller onbmaa in tG plan. and -h0 be engraved. Each m,.W.l Mahe..flesh trmater reky..bad.wnu:Aa.breakc.. atoll , s screw type with No. 10 you upblr or bu-ea,police panel swwhea, rmwwlc raquuenrxe,ward .cupau,g co ka.man three No. 12 AWG.tree f tl,,' fan requiranrnu,and i n nlury m,uml poet-wkcha-hall i. wiW"dc LN conform m requtrcreents toted o FHWA (n,bbcmmn 9. A veto fan weh adluwble tGm,owt 77u minimum IP 72-I6 CFM rating of the fan .full ei cud three turns the Fluhng nPcruuo i dull conform w Section 9 29.13(2). ubuicc volume. tea"the g-.wend 1k.h period deeeribed in here 2 of Nat 10. in, mundnea,t or P.raiceu i.wrw, eabuw light necon will not be requwd. Emergency pwa--Pu-O -lib mount.}at the top of the mcbsura with dmr switch w, to.w Section 9-29.13(3). -. -axern y meWx wba the door opera.The light hww mi rhere,a aOppreu.,requiranam a roved in .hall be n-mUrd a...of 12 u,ch.from the vent M above,t.a,rnt ,.kW Predawn-AS noted•n le above, fan themw.W.71e rvmeh slut c Meted'bghL' dupky p.net regouee,eou u nout; n 7 rh ve, anno.1 11. All .v g .Ohm the cabma, ezclurve of willing block- a round n aeWve, cebu,ea ag:n u onto n u,.ulled by the site] cordrii kl nmu(aaurer, dull 10 Lbovc. coma wiring a• noted in 11 above. wing have kuubwon conwmrng w the raquocni nu of di.g.m raquircn,eo,u.need in 12 above.aM aquipmmt Secion 9-293 Gbere wing .Mll be vimmad w kb d cing u note m 13-Mve -hill aPp1 The elmnor cl.w ell suck and.ha.'be heed or bound together panel.h.0 cantorm w dmiu m etc I w. with nylon win equivalent All termuuls. The confbe mein..conforrm g PNWA pubGmbe Y p or 7 ezcl.ive of (kid Iamtwu, Shed G numbered and IP-]0-16 dull G provided complae with.'nppkmwW talk • pemunemly Idenhficd mnoinem with the mbw•t unomd n6 above. wi,M dugram provided by the agnel wnwllcr manuuaum.71be anma will be complaely wired w 9.29.13(7)D Contrdlc♦■birim Y de, 'hc only rc,un,oi to make a field bunion Pich mliicotctuated NEf,A ,wnuolkr shall be hound in worplucly opmtwul u to .each field ewer and awe-hcrpenf a6uW mo(ormmg w the ins"ifg ,. ground willing 10.1 cLLuw wising dull not onl— raqutr<menu. - the fieb aide mnww,ll of the umuul-trip ntendW 1. G. for te.nrawn of field wuv. .bmnanCwVatno than be of 0.073-ioch 12. Gm mpmd.,b)e mykr or nvo ...film. .rd four minimum thkkaem Type W inalnln-Sled, 0.12.4 ..pi. of the -lla willing dug ire and component inch minimum thicken, ricer aeodieed -ben wiring dwfi.r +uU be fumuhoic with ach ubmet. dumnum,or tint alumni. Eh ubumf 'W bc eq.IPW vmh a pknle envdmce The ubmd .tun conk. .hlvmg, backw, nclu. w we to nM Or 1,1n. annet wlllns Jog.., The w ,w-Ypf.n the conneUrr and.nvlury N.1pment ubme wlrmg diag.m shall nd,-ae and idenUfv all All aqupmcot .hall as puu G ely on - 'vei or be wt temn,aton., an pb,g a>n.ztoin, .nd the mounted . .c-. .rd shall be inmov.bk whom butkm of W oq,ipnen, m he eabiia. Included n a.LS.Uhing.or"� rag o, r:baunp one drnu.to the o,agr n,shall be co intersection tech identifying aothcr. - { alt ha f., notear,n, and p-.h b,mo ., and ..;grin 3. The uh.JWI br of adequw.tee to property hulls squa.e Chen the ..n.Uer m,d W rtqul d .ppurta,ar,w l.,d 13. P.ch vehi.le dame., unpU6e<, pe ie.tni.n tell auzilury equipment i.. a upright Pwnon ith inks.,,•,ran,phw-ahem.,and bed.wiiwh Shall e a cIe.no,,of in ken 3 inch. boo,the wont fan and ideir,f. wM semi pamuneot sticaen typ kbe,.Tbc fifer w aBe.•or"tier.k lbw to m eas-hall tort w following numution-hLU be mcluded Nan 70 percent of etc ubme wi.bc ned There I Vehicle Daeenr AmpUficr Channel dun b. in kat .2 inch durance Gtwoen Shelf -" 1. Imp number mounui cgv,pmem aM the about wild or equipment Auipud Pbue.) mounted on the W melL wen. b. Pad CLLI lanWon U,n a. - - - -- _ 1 Push content number de,,neAofbi 7lr obWcaWB lu•eu ak nuke 2. Asu reel phuN.) •rat o0 the lo,-a held of the euio dow,wbb. 12 e. LAW Switch. inch by 16 Inch by 1 kA rom•able thro..-own Sngnd r. n,mher Phi, Sound I. pieced ,kb a spring leaded 2. A.Wicd pluMd framework. d Ph.Seleann 5. Tin,ubuxa door shall be Pm•fd"'d w;:U 1. ^_i.ua Leper A ryrmg beded mom- ^on coin lock upbic of 2. Phan/.)wU d amepbng a Bat CX terra min bmalleA by The label shall bgpu«d on flue f>u of the unit.It dhe.. Can aburm d,W live N approved nrs 1 .hit rot bock.ray s .,lb.light or openition-1 words pe m, pu.nvu lamh fromred ubi.W alum h.vc on lhe min 7M ?own,&or.dw ILbd shall be neat, .three p„rat kwh. _ Puge,SP 140 Revision Dee:April 26, 1993 J com- 9.39 Ilfumiutla Syaah,PletrMal _.—__ 9.39 10am:.utipa.Sepik,PJettri-1 pns,cc p..CI,Loon wkh•s4'nW,race,hinge Pin Position W the.goal beads shag L<kwated a elet as and a lock. 7t.o Pobee key- wW altars pm,ibk W W< center of the Yoe. A cono,m of 1.V4 use, Long smh fa Stool ands SbW Dr u no etch cabmu. P-sided abanud on the mast arm atbh that the red he bomma&k Inside the -4the"an,he d hne and amb that We broom of the bowing of a policy keel Wen -Loth be a signal than head hall rem fa kaa there 16 fat 6 he came, a,r $son di off .in the which 'hall ll @Wwbit he antral roar Ill fen 6 uethe abode We grade at 1M c®ter of W< eQmku c LO fend but cio -lbw W< conbe rol ewd.. AL boaj and N. maellsnawu mouvtiog l pwpmen- to operate.has pkced w the •off• hardware aWlf be Suwkw suer. pmkieo. A $pond swaeh shall Lot we auto BnL switch, P.'bas placed in the -Bash" 9-29.16(1)A ()priest Sy,uns Pmdi-O,cortrolkr Power shall remain no and Eight-f.ch rnn,notm.d$grub sha employ s 6' W 69 controlleron shalt stop rime et dwj1, on -wacb waft(rarer Signal lamp rated f iMig 130"A opmt.uo,59S"fbn80o We auaukn lend del duos later, minimum im-ial lumen, 66S rated initial e. 13�J: mans Jwr and pneop keel door dull Iuv< lamas•b, in bur aI� ore lamer, non d <lit neoprene ly base, rksI noes, sigLighn rmmptter 4e'acJ A-W bulb, , mg.1 d A two poswon door-top assembly hue, rlu• 4aRt sires, ym�. Twtl<e Well IraRe aigra� 6. pabeing requircosuas -hall be as bra eq d,ruire NP130'ob, 165 wait,1.750 snisits. moral specified m Seaton&20.3(12f" lumen,1950 rated initial lumen clear traffic Signal lamp r,,b —. . ¢ ,+mom ligk renter kmglh,9,000 hour bin. pled life.P-25 bulb and medium hint. Bulbs ah.L be installed *b the The-Pw Panel Mcmumal bk,cks TB2 N,m h .t opening betwnn the rtkm.t rod,rap. _. 8 TB end Lass"shah be—i usoeib, ubk er the input 1,S u described m F71WA SW Rdia et We color ir1 0, 1,rawhr%r m IP-]8-16, Clupwn 11 and 1^.shs0 be furms Thc pe'd in • ',able diameter-111 f Inch 8 w 12 o gi,. n .k.rnate ncewa s specified w We as.trs<t, and of amh dragn u m girt an ..- Y phall be w ubcpler Ill on tot be ovo ard..it d.woward dnwmu]oo of Light with a rnicimum Wows. Each door hall fa (,.00hed users,a.nnrucDou Sbo,e the horommil. The kern" stulf he Standard wrt Lock confe.mmg to h above. rod. The cshubt Small be alYmmYnl with an arodvW Wrh amber.and gre•o,8-34-mch nr IZ.t.wb prOmM rnRC sisal The ,Lonna Strlf "Jude a Print -Gout dn,.- Nines and shall .nfoem W the -Wiratbw of IT} mounud be,nw the mpw fdc and .Wvc the SWoder& (Standard, for Adjustable Fare Vehicl, Trafficdu,i wOm arembly. Pow` (:owntl Sigoa111.6, 19TY edduni. 71,less shall ra uto a ..j 1 ..peen.gasket I.a comer to castle,sus intern of We kns 9-29.16 Velsictdgr Signal Nnds S'S -ad reflector -e Tar p -ether and duet-tight. as and gasket .hall he secured W the door-fah four m o.,rual'e lens clips. Each mO bud dull be of lace adj sble he vertical type The com rn po, u r(Nc optksl system dull.mrta p 1 . wth we numb rr r and type of legs,,dwJed in w .mud,shag 4mp Provedc S bghe irdmat:cm to one detection only. slop be lamp Collar -d)wtSbIc through 360 degem about S veroul atis,and.h.D tv 7 Op,c-I L.tm:ur Udtu...r, mou udl a the locaunn and to the costume to 0e plena. a Obj.,,,Lens Except fnr 'Isicsay progrmmed -igrul hod,. all vehkakr The kmp aha0 he nomirul LSO U. 120vok AC, Nrtc .19ri1 hudr at any.. mweS mn shall be of the ume nuke Prong, blcJ rum h.vwg Somtognl rtBntur wed sDpPkd erne ty1e. cover Sod SO avenge rated We r;m lust 6,000 hour.'llb Lamp „j Vehicular Signal heads $ball have 12 inch km sins 'hall h-OPIW to the diRwmg rkmem u im..IW including urleS An"otherwise oo the signal plow. Vehicular signal -s�ecukr inner surface the diffuswg Cbenem ntal he discrete head howwgs $half .mist of sekrau Sections and be or mt<gnl w,th the cony.wrhu of the optical Ibnver. -Pane•bie type for '"tics, mounting. Lent Shall be glass The op,ral limiter -half Provide - S,,cS.bk irnagmg •• and ,•on. I.T.E. SWifotion, fur Light output. Reflector, surface at focus on th<opeul-cis for objects goo to 1,20C fin Wa. w alas.. Each Signal head-hall bar,- -/a lach draw daunt, and permit An effective veiling menk w be bole m its base. -PPleed as dots—med by th.dourd v,6m v"iowly Vehicle erg lun.ter .hall be Y nab.The-....t sal heads f inc ud a aluminum. rencom, was, pmitive iMeweg bun$ ued Ail$goal beads shall include-Dock pktr 5 loch$9uare cnmpoud of but-rtauunt gL-r cut hold, Sigwi heads, ivclud:mg ow$:d. or 'imn -o, Th` orlcrovc Irn- shall he .high r<rduem planar beet back of plan shall be fmuhcd wish two puts of a:cremcnul ler, Aermat,•ally —led wiNm -fat luni„am of (.mr,-applied w.Rs, signal Yew llo baked enamel, the wcathe: umant--qh. or.Mmvl equal TIC Ives *MI, be ,wide of the.bun and few of Ssek pkte SbaU be fmubed -ymmmeiul to outline W troy be routed to any 90 degrees wuh:,.o crusts of faetorY-♦pP6ed fill b,aek coamrl. oetenuDo.-bons the nµ cal-as-without dupkcwg the proton, B -Wing hardware wid peovidt for a rigid contestant age. betwnt We $goal arced and -mi arm. All mounting The'Imeal syaum ennui-ccommadsu projection of diverse, h-ed-are will be of the asp-ebu.t plYmbts"t,k as.howl Kl` 4,1 tedeco to wpmw potuons of the msd,,y .wh that, 00 the standard claw, an,eu specified otherwise on the ante eta vd."tioo will be-imulunmwly,pnsrvY m any viewer rk.s. after optically bmitme proccdur,b,"been moornpitshed Taw P-Jeet<d md'-O-o -hall confuro to rM t o,sm mac,, and ch-matmny aUO",J, ' - Page-SP-ldl Revtsmn I)m, ApnI 26. 1993 �- J Y 9.29 Illumostou,Signals,Ekttrital 939 Itlum:atiuo.Signxh,Elecniul F29.16(2)A Optical Uniks 9 29.16(2)B Signal Homing Thc.pool unit stsh moan of s kw.,•efketo,. •kmp Esch leas shall be prwcted.rill,a re,00,.bie alustioiuua holder. and atriffK signal Wnp "Able m the traffic . b, Thor of the funnel typc unless specified wberwhe W the cohtgolled at W dnunon from 10 fed to 500 fen under ail hghi .mtram. Vann sia11 Lave asack:tg sees for Iwu0stiun w and tnf..condno o,except dense fog the homing doors. Cnavealoaal sIVW heads shall have P gfn inch convmtiwnl.spool stall in, a 67 w 69 wax ayusre dour. a:(fic.spin hunp rued for 13W66 volt opetuaen.595 minimum The sngW hued hommg, or use, lu0 cousin of an tna lumen, 66:mood uwkl turner, 6,000-hour minimum, uscmhly of sepsnte seasons, expansible typt for veMol 27i16ve,h light center kngo, A:I oalb. meti.m bass. clear mounting. subasiumny securd Watcher on awvthrrh,ht trains .spat km]. Twelve inch trethc .igal brads require manner to form a unn of plwNg.ppestax.Each suction shall 120 vah, IM cos^ 1,750 muumuus utnal lumen. :150 mod house er NdlvldWl cpl d unn mw lunar cku.nflr sipul Wnp with s 5-Nch light crater Fxh sotion.MU be complete with •orK-pooe, length, 6,04)D hour mwunun, rued h1c, P 25 bum and medium corrou,n-gcaaalll aluminum slloy d.esn 'oor and seal. love bust Bubs .lass hr atWld cosh the open., between tha •oomatsl 6-inch or 12-arch da voct upoging for the ku. Each filam of arL up door lull be of the hurgd type laving two otegratly cot hunge latae .1u0 be thou of 1M color Wicated sucks in lug.soul latch j.. The door.bW be sachtd m Nit Lousing by slope, with .visible dtsrerscr, of wiser 6 or 12 oches, u of two natrwrtoaive, goodes. steel hogs M. dirt art . . specified in the conLract. ae of such design u to give so remov.bic wllhow dtr, use of a special press or tool. outwM ud downwM duutbut n of ught with s mintmum A mrKorostvc,Winkas peel,thresEed Wch bolt sod rehashing above the horusoml. T. kn.. 1M M susscaM red. usher, wing nut shall provide for.peeing sd.losing Ion door wthow sd green,6 SIB-uKh or 12-utch pamd cofic wool lease.cad sM use of say .pecan Wl. Es h door lulls have .r Wsr lull conform he the spccur d ns of 171E S'utdad. (Sundaes re,op.guket.mud the mart ounce edge of the doer,whKh, for Adjustable Fsee Vd»ck To ffw Conuoi Sigel Heads. when the door is closed. slab make a Postuvc westhce sd J 1977 daion). The kris shall fit unto .neoprene snake, to dust-u;ht .esl Fick d,tor A.11 N., sour upped holes speed a mouser to render the Wenor of the lens sod rtllcct.,westhe, sb..ut the cvcumfrrmce of the kn. oeen.g with four scull danfight.The km sd g.sket.hall be secured to tiK door noncormetvc screws to axamroodsa the nag._, ,,.d vets wkh.four tnrcooregve tau clip Fach door shill Mve some drvke such a wuhrn, clips, or T. reflector W.11 be ox pox, Alvk .luminum `ys,or be conmutrd so u m keep n hum dugoourtueg horn conforming.l7E Stsdsrd.. the housun,.xkcnWl,when a u open. .. The kmp bolder shall M of wtaNrrproof moIdW vhe body of each ngul sedan hall cvmut of.one,pier mn.vu tan, mrom 1 to the.pennies,tenpru.0 to the unit cormsan ne isWrt dk esn sluminum slio, Each scesn slo n sh - uf the vibrdon proof type.ad shill be sebsWttiaUy supported hive semmd nngr u,p sdro sr bom ,vltm used with us proper Nu IWent of thr ref etor The ro ket .lull hive bracket, itch section nay be djusuble to ,esprit' w so est.b -resu mois ture isture and! wathc,.f med old ph,ok dp.., se,hon, sod the hart,m my be looked securely to hous.g sad or destgxd o accommodate a 67 to 65 ,tt per cot moving Cast N g scmuy wllh the Mug. .ball be two 7;16-inch foul lmgA usffic w"Loop.,,6-inch agn.L.cad hwge lug.sod o.Inch jaw The top ad broom of the houg.g wecurrrmd.0 .165 wan nom..l 5-loch foul length traffic still have m opering to accommodate stindand 1 It2-itch pipe signal kmp for 12-arch signals, and to phy.iully pn.iuon the bnckes Thc sectors.shW be so destFsd hat when snembld. filament of she lion,a the ess. food point of the reflector so they :merlock with ore another foreog one continuous that sceurau focus will shx.ys be obtatood The amp holler westhertight unit.The seoto...hall br gues,hanguble and shall shall be dwtptd so that a use be toady route ad positrv.1) d dun and weatherught sober a.esbkd with the door ad posganed to pro•.udc lamp flu art crsemso.without.Bening approprkle furnished lard"M the kmp feru..Thc strop hoWr sMU be de igrd so that d wtl) A temusal bi Kk of an approved type 1Mll be tmunse he sntd-,, A the reflector from thr back side.There Oaf!In wide n the back ,f the hou.og Ad socket shut be so word a wdWor sd dun-tight Nke betwrsn the amp holder and this a white wire wrtl be connected w the shell of the socket and reflector. The auger brigs of the kmp holder gNrl Nve.Wrap a cove,the color of the km.,to the bo0urn,or end to, uW of the p:P to prevect the Wnp from work.g loose due .vtbgwoon. scoket These wtrta sW to rum be connected to the•s rrunal 711.. shut be .muumuus clesnrtce butweeo the lamp holder block mooMed N the housing, to oho proper ens e,n The and b.ek of body housing of Minch The Is rap MWer 1MU he termwl block .ball have sufficien Hods to tennuute .11 field _ provuled wnh no,wrrcs of sufficunt length to be connected to cores and kmp woes uMependmdy to the block with"now the tarmual block spectfid below. screw.The wrmuuk.which field wires ire aacbe 1MD he The optcat ..1 0.0 be dui,nd . prevent so, perm.tKmdv Wcnofied to kctkuk kW couple i ubysetioabk re0xtion of the sun'.cars cvce:a times of bar dsy Esch lent shall be protected who •ermvsbk visor of wha.U.gun may shove directly ruse thr lair.Whet the door of pmye gboatr plats, of the thenel type, maws specified 0.e oputud unn u closd,all joinu to the useably heoveru the rnhervvuse in use mggsei Vann shall Mve sosch.g esn for barer and suenor of the efloe4r 61160 be IlOW ags.w hualktioo.the homing loon Conventional signal hesd.OsU .unsbk ocop.pukes to coder that the .in.1•11 be wyatbcr have poste dooms - .W dun tight. Pne. '2 Revtvon Cale.Apnl 26 1992 � _ I p-29 IYuslWls,Signals,PJ.Mral 949 Wuasmadswe.SIpala,Electrical 2. A.artd sloused use,fain s br Type N snoum. 9-29.16(2)C Luurered Visors 3 Pluenb=,uperm a upnara wsshm and O.W When nc4d m de,Gunton,bwe ed tusuul vsaon shall be adapt.,fc ga for Type M tount The pkesibizer fumuhcd and v Had. Ds rsl buvsn shut be conpmaed a1Wl be.0 from irnvlby AAA No.713. m M.e.souk fit m d.c nr.t visor.The ours de cy1sder.lull a Tube clamp and krruyc elsarp a.seo.b!y for Type a mn.vuctd of alum{oumpeNvaeberw+01 .. uW the Nmount buvm .1ba0 be mutruad of wwduw Wminum panned Oat B.t. black.r roan...a A arnngvnen of buvsn aha0 be u shown I 7 ermnul eo.r ftreaua for Type A,B. C. V H. in the eurarad send K mouw Colon for Type C,D,and F mown 9-29.16(2)D Bask Plates 3. ell fittings for Type L and LB mounu Back pwra .bau be a Massage, banger and wire eatmr,ce fatng. for furoland and attached to the signal Arad. Back pWc.shall be Type P,Q.R,seed S nawu. canswctW of anudued, 3-S !uli-WN aluminum shM, 5. Balance adjuaur for Type Q.R.law S mouru 0.058 inch mown..Onckne.,labMMsdeaspio.nsMwx-o, f+alvsnued Steel , MCPlana as 5-ixb.quare cut burde,. 1 Wahcn for Type A. B, C, D, F, H. and K tiwunu 9-29.16(2)E Painting Signal Hest,. 2. Fasteners for Type A.B,E.H.and K moues SLL dos,Sisal Traffic signal head..mcludmg t u.ro es of fa and fates ped 1. All see..and entice Keys. buy pWu, :M0 be llow b wd twig cow of factory a...' traffic signal geeetFydlow bail enamel The wide of vbon. 2. Bands for Type N mown. J. Hm 1-T from of ask puts,W buvm hall be finuhd wah two cost, p pans Ype er mount. c!flat buck enamel 4. Bole.,nun+ •hers for Type n a munt 5 Brit.,nut a for Type L trtountnt. 6. Bole.,nun, arid.-es,bmkk.w,vek. PO be w i- ..dy..+Aen Stccl By- ,gyp 1 Conner prpa, mppla, rlbnw and sin fciinp for 1 mA.Me Type A.B,C,F,H,and K mowu ( be-astBe4�vMr-s•,pr a mo- WIts-head unting u.mb'v ant spider ,y,.u „�s u.mblia for Type Q,R,and S t..euw. 3. Nipple,for Type L,LE,P.Q.' and S mows. New Ftamgs-'to Fyps--Mkl� be -u�M,aewaa--�s.B-brmauHed +r^I'le_ anpwee6-All edtoNuNwR for seb..nta sh.0 be puracd vnth nwo man of factory applied traffic opal Federal yribu � se � e"1 T g.esn Mked erumel. - .I A, and 1 11 Pins rot messenger hanger fmutp shall be a minimum of Tcrme-ul min runau for � W Type A.B,C.F.H,and K -^ 9-29.18(1) Indwllon Loop Delectprs ' Dtlrcwr amplifas sha0 W Desectet cyamms ttaAN SIOA oe equal. loduetioo loop ampefwn ia.uued wit! N.:AIA mouub sba0 ro.forru w runean NFMA sp.Vradw. aupldurr t MasYtti th TIP. Re ass 10.111 3ba&uafwMM�if14A 9-39:i6F316--Minds-<nl.•c»rbearfr'iawRieSigaeai pabk is.6pa8�. Me, E. Hot.phast a.sl toe loop 4 .,seasat abaa esi/.,ra b Sens MIMI). e r .war ssa.6ea is w eran Plc., .paur..d.s. . dtdals .ball net . ®wad de S,od ft �esgnN aasa'acq'.spdhado.. ^Ps,+aF-� Iducunn hs sort, m.u0d wnh NEMA nob Mer,p mu.ML' conform w ar•,nt NEMA spmi6eanoa. Atnpli6en manned with Type 170 control. -Mt.' mnfom, b FHWA 9-29.17 Signal Head Muunlisrg Bnckel t nd Fittings pobhcasson UP-78 16. Vehicle and pedestrun signal head motntings sMfi be a When required sn the mranw. amp!liier u sbaD be deuJed m the Standard pun.. M-.urul requiremenu for regal provdeO with auppk—u:un.og(anus ido tsfied as wW., head meow art a follow.. i. Imlay Timing-When delay timing u requild,the wit aM0 delay doamr outpm for up m 15 seen,.da Aluminum • imum,setiabk in or sreod msabnum oaervab ._ I. Hmp fiu,g.for Type E ma,m. 2 Delay Tmmg with Cats-When delay uolft wM pis u required,the unit slu0 provide delay si+ntn8 futures Page-SP-143 -' Revn,m Dam:April 26, 1993 I J r N 9-29 Igua•Wt6a.Sigaah,Eleetrlral };9 IOuadoatioo.Sigoah,EleemcJ _ ' mid above wM tlde Wnaoml capbik[y of Lbinhag deby timing wbm an "canal signal an 9-29-U Swvice Cabinets 5. Fatavm Timing-Whoo enmsan Ymmg a requved, The tgnakstnae fgghtin, Write ubia, shall be as the situ (hall ex1W the detect r owput fuf up w iodkated 08 the contrnet plain and d,ah &beets. AL' 7 narond' mwmum, imabk in 0.5 se a M 000im00, B iMical coeduewrt,bm ba. and condu,or ttrwA b shall uax,v be copper or brass. The cabin, .hall be fabrFatd from a. Delay W EMnion T.,vrah Gate- When delay pllaud od a>d r+Ord she, aced, with 12 gauge coed for W estevnn liming Wdh gate u equirod, the sin+ elulor surfao and Id gauge for latelor posh. Door ahW provide bah delay W eadc vion t..&Incur-a hint, sba0 be the cootiowm renealod piano tip and m u nand above wvh the addruonal eapbday of Krt^v+, rims or We,I"Il be rpible outside the enclosure, uthibaing delay whlle c id, ng co enjan upon 7Te rabid,do,'ab•O be ruin,for a Rot iete nal in,fork, &pplwniion of an W'.1 sign.] W'nhou exmmal The nbio, the en;ilatloo 10 .e an the kite, and _ .,gel,the umd=hall OdObu extension W enable delay. "Per ado compne'wan ameena,=den and ha"rain tight gmken. The cabin, dm• &WP hire c sae pwre nether. 9-29.20 Peiletrian Signal Proof ncoprne guk,. Pbdentrine&'Pula ah.]l he-oearoan-grid +eUfreerdnaee, tYPe. ne ether type as spoidad in the widen" pede,r. 'dgn.]a hull conform w frE StWa d,(StW&rd fof Ad)mublc dr0-beyeppm x Face PNatrun SrPul Hada,1975), *414*t-� :R, mu i Al:pedecrian t.gaW aupphed w any one p)ecr duo loomM 'aM the name manu4tturtr and type put need nor be from rite came manu4nurtr u the vNick had& �-n� speet�'dwgar�sbcw'+Paedmdr,iati_.pro d Ian, �s Symbol Eh w ntaagca whrn Me1�wµ 'Padfadd,aha0 be&mNimum of 12 inch.high and 7 incha in width 'aedua Housings shall he uaaat .]um..,O rrM Dull he p uo, v'anu-abeilbelmYa&}. "'Oh two co&u of 4,ory -PPIW [gaffs .,gnat yelbwgreen b Oak. ,camel &e ar Nmn grid a'id'Z n heads Oi I wlid win gyp and last-saer'apdxagerpP&d. 'hall be=upolkd with Z crate vvon. Z cram vwan &lull have 21 members M 45 deg.W 20 hogironul members The and dull be I V2 inch" doe,. Mmnben shall be wnauuted of .Na-elawas 0.050-mh Nick black pulycarbomw pinow 9e.nrd-the 9-29.20(2) Neon Grid Type {- AO noon grid halo 'h&dr be tquippd with Z can v ,.O 'd made of P01yearbooaw plestk deign,' in suntan, fuo 6 bI am! 1e1" Phantom 6-ebea'el' N. tuhing &hail be aalo&a l and &hoeLdnOun:W inso, ' •m„ZW Plana,mduk �"ate'4iP{'eAhaeeF-Ekeue awafenw r-Eeh-aMw;M} b^'Hn- . -air 1, . 1. �wdnsrw a.M !2 'Ibe Pedntrva &goal sW0 Aare • &r0d state menage VA.-,-alarnettw. eodule, elat-unit hall", an eternJ tnorformo. and my� r eP,am at 50 walla. nepeemised-n The bad' shall "P4= two rymhol neuagri, 'and' see-e{-.etde.g _. (f the M not walk mod, in Portland orange and •Mao- "deer a 1.ur the walk nude) W luar vbke. The mnsage naoduk w'-a's&I4e�1'1aae +ids =haL'mm41 of two neon gn Whom endoed is a homing made ak`ajeaa}. . of pW.yearbonam pWtw. tTh< km materal hall Is- polycarboum Ptutk. The re on aha0 be flat black to color, 0verv-+w+teiv m P Revisdor J f2• paumhndon,Slgantsr�+petdll s» IYumuatino,Sianak.FYrsrkal :i rb"aOW smMeb+irMawkwM w -anIVL�-aww�sYh-b�dYoh'eVk'0 1 rupee �y Ad and A fgrveµ C i I he Iwawrwswn9wE orrd-dr$ 9-i.9The r, Painting T ftuh cost shad be•lately hatred on twmtl light yrnr-♦,OrBBPun}wrts-' grey in wlo g.h 'v •. TLe wed-urfve-had be etched before the baked on enamel is apPhed. TLe imrr'rr shall be V"-] fsui:h bons of exterior grade of wbk,metal,,acrid. ! rhinung stall ha done m wnbrr.uswe avb d¢peo•uu'm'f sxel,' 8-20 3(12). 9-29:5 Amplifier,Trltrtftsrmer,a7td Terminal ;. Csbttwcc .resrd.ner-..M.- '"e Tine po6e mnanud t b boa shallmade of nl 13- M1brFlus,be Sr, it, e pms ha p, ta w .,be spimately 16" higl a I} I:rwese tea-aid..we-.+deY ?6ul^'a^et Ve"e•.... 719-wide s 5-118"day and have a minimum 7f 16 terv.wab on the t,,nival blceks. TLe bv.shall!r washer tight, ka.e scar. wave-♦d.waw,u-psaa a :u.gle door wkh wotinuom crw binge on one side cad se �}y] ho:d down.on lbe door lurk.- side. All haa`ware well he F.&G.t (6..wde<ri.yt+M-fisi^se"+M°"°'w"'t""" sumla S:Kt. All mnu.w g hardware shall be"iohm Mid �F9 and slant]be incidental m the unit price of terminal box. Teemip.:bkxks sh.d be 600V bexvy duty,barrier hpe. iiw......ha b . Fxh terminal And be separated by a marker strip. TT.e oreT°t marks strip hall be permanently marked with tM cireni number indketed in We Pum. Fach en"'eur shad be a 9.29.24(2) Electrical Cieeuir .-eskers end drew type wah No.10 post eapsbk of oeeepung^n leas than 012 AW G wirer fined with spade:ips. Contactors a..wfnrsw The ek trkal d,uh beeakvs and bontatnn surd be as wdw.red on We wowwt plain and dead sbeeu. The fodo»ing rq.Ipme.t shad be featured within We rabioet. twu.unarwl• }a 6961 Ile5) I. kiau cis.he..kAe Ili } 1, ll a deed brskers 1 3. Calu7 pYg 1310 v. -20 unp rate G.F.I.lyw ..t pepk dsds Wide 6. Cw card W r ear IllO e.a l5 Npl y. .w.nar rd•r rw ark earot t. a ub4 pu]u' '.rh drrker�sl r.r 4kka drtdu Rw.ati .ram,:.,.. -a,�wk.. is-.+k. +a..r. y 7. ore 120 roL 10 Np m ne pole branch brsk.r If.r uObn, btr Arrekfiw N.w.iw•. N�a ta;•Is pagai �.i,wwwwe. 44,.Na. Mani. Nw.e 1. 2rpe 3raph ph I2611601s:Inereeed aew+l" �y 1. :1a. 120 rW d0 N ®p p]e pule Gawk -^aYe baron 3 Cab o.uta dn shall D.smkbtbJ with s owp.closed 1 s.r.ice; all nwprtnc gasYe dull have a sU u le-, n cl 10. c®tare p^.00r fora brskw Wer pun. hinge m ales . 11. Name p pbbeuk bu _with-bite e.a`AvbG sacept We Anew iaeb -.( mda broker wbuh boa be red wit .bee Yerr�a. ,W •T^^t rramr pYta ab.d h..wr4]n,\.S.erry r arT.rr.r�9as--C+%+wiw--Mla--7 '�.ek*r6 11. Mery bme a e.bar ere oamr> . 1] e- --n- I!6aw-Idirra'tr' i b -pe-3ii.ek�a�wawrdmsto-�sr^Afa' 6 i...wF+swwe-abwa�dalF�swe^ xkweeadrwkiehrn pen, I^ M r On, rew- - ] n< rprt Ienrton umwul bl.ek nerd be vsex'—t M each term--]rahMa and ampubcr c.bwe. 1 Pegr-SP-IIS r Revuiw Dare.Apnl 26. 1993 v �E S v P+ - 9 SJO Wake Dkbibutk.lab W,,ah }JO W eta DYbWut,00 Matalab Banally valves . C be P ,ubbcr - w an abaU mm or _.... alwad. ne9� AWWA C301We 130E Bmerny rely aW > ~ 9 Ma'whng ahW be ale rwtM m lw rot Y auttabk for done borW Shaft ash 'ball be aaetna d &M tnlemaaar'Plitt Iowa rabinda ahaN b, T `"lc.The at-a of the bmer0y Q,.shall be the i aowinal diaumlan.of 22• Type F.wW the lint on which 'area u Uw Of high a IJ•wide a 1:• deep end Valve are b,ofj aOaetrutttd of tent alun•lnum and Futee vty a Bat ioteroel upenmr aheU 4 01 Uu tnveUni nu or worm gear lack. [YPu. aee1M, gukard, and ' ad"ll""OM ea"r Valve openbr aPe^hal ho an^ub,icucd for 9-30 aatMaed of the valve En"`h to ale Water Distribution Materials °%'mWg Io madc ughcer b w.hhaaad "' 'aagatM row end dwignM to not, aubmcrgatx groundwater In 9•JO.I pipe The Contact,' "hull ;.mvidc an athdavn of a.mpluno, b+bng :fat be vein hunuhM fully nomPLu with AWW'A csa 9-3n.1(I) D[ctik Leon Pipe 1. Dumle uon pip,ahW be antanI 9-30.3(5) Vd'e Markhe Pa,, ' IbeMnel Bally cut m 10 hoof V&I"marks gN ram, ling b AWW'A CISI and'hall pot,abaU be innalled at the dixreWo of �love •omam-mortar luting wnfoMm to Coy io thue anpaved area where We w p of CIN g AWW'A ban, Mold be an eed by weed', ahrnba, bark or r other ma • .n+ariah. The n1'e marten aheU A hbnatad and A ethw duai!c wa PIN aheU be SandaM All Ianta14>!in eoufonnadce wait the Standard Dn CWa Sm or the thrcanae cW'u'howm in Ne P r Vel'e merkm 't.0 be M1Oba' ." Non-ne joinu 'half g ehcn merle. .175•s b'L' PP anon wt anmpoaUe utility vauwd be rvbbcr aka, pu or appeared p wkh blue wM [yPa'or mochan.1 conforming w AW:'A CIl1. •welt'. J. RwainM joiean ahW is u apeCifiM In the S eel r marker III'half he m acoaMance w�.h Ne pl...or Pro,,-no.or u shown In tte plan' t`I Spc:cal Provuion. 9-30.2 FittiugE 9-30T.(0) Tappuq Slee'e A04 Vd"Aaarably Irymg valve 'hep be furnbhcd wilt Barged Later and 9•30.2 connauoM laving a macho projna oa oa the fl.,,to mac (7) Trausitlon Redu iatg and Fleeihle wuh •machuted eaaa on the ouu' flu, of des tapPmg COuptirv, 'kava en,Croat'.The ouch mil'lull annbtm m d Tnuudbn eau Iv w the AW'WA SueMuda for nub mtamm�; bauiuoo-reducing "PhnS'- and 'k-bible coup rouPLnge. or Mechanical rnu. �• Ln for w.,cr .....a',<acep that Uu oobtde of Ua hub aheU Neva•brgc rn..'hall a d ctd, wn tn4, rona. zC wta Auet range for auach.9 adriUut wn ekr n and duaUe or nu icy valve alaU be W i machine The ea,opening of the naa'halt bed lfdbk wn foW.ven. 9 t' and gar than naM.al „¢ b P"t hull dumuer ucuk iron. Factory futi'h atoll be the-w.W,d of enb. T'Pgmg 'kern ahaV ba ttc m'nufnaurtr teat wn, kEe+leeF WozYaoatM rta!,or aha apF..vvM mamrial. 9-30.3 vdva 9-30.5 Aydnrlt, 9-30.3 1 F-be hydrant, abaV w Ivwa. o approrad equal. 4_ ( 1 Gate Vaba Appeaal want ba obtained prior W bid npau4 Val'a aha0 be dagOed for a wioinnuh,water o F.hydrants aheU mnfonn to AWN e i ., Pressure of 200 PSI. Cate 'alra ahaB be Li, 14, etandarl A C_d2 W aheU be o! Moeller., lo•n Li, la, malfaa u' and nt aPadaM approved by .,owgq No.A2380,k.enneay,or M&a_ Conueaiag lgancy me Appro'al of'.I,Other Elan OwdrS rPatrwd aheU he Obtained Prior w bwf opening. 9-X50) End Conna'ti(e t An gab'a"'lau than 12-a dfema<r,aheU inelude an Hydreab aha0 W an 0•z ran lava gab'All'boa and memo..ss r uirel anonreWn. tolm aherwee tMif maheniul joint m t '+w er and I rja gate raba ahaB be taatalled in a deuriptau. r' io bid pa poW 'r era W 1•�Standard DeEed for 12'S.,, ,lee membly The atd ronnat,eu 'hall ea rnecbanicel pw or fkng d Tpma heataltalion. n'nfoerrung b A W WA C!10,CI lot,and Cl l 1. �vraha o,Oounaed double d.,wth bronre wvd lad he iron 9-30.5(2) AYdrabL Dimrnciam - body,b uM Pring nufbng uOz gang drvi.x I 9-30.3 Odr. �pe 3 wrahk.w i I ( 1 Bunafty Vdva C EubaB5 'aloe shall 'h. DM" a50 o p<au dbtR PdgesP-146 Rev,wcn Cats April 2n. 19V3 L � r MW E I I er. I gt�p WatQ pWri6ytiov Motor" 9.30 Wow DweribWiov Matenah Ifydlom'a pi'w'a 4on&i1' aim.. asb .. ��� Eewefnnr O.K eaww ae..d no. .. � :�,..,o-mootr •,.re T." -Pow Fbaced - v IM Fv< nTdrmu rW0 be Corer type lope :og with the prnsure)conforming w AW W A C-53"O wilb o 6 inch inks and a M.N.O.of 5 inches,even 2 112 inch bese oussks with Natinool Su.dard 7 IR threds per inch and one 4 inch pumper non n wish the new SOttk Potter. 6 ebwds per touch, 60 degrees V. Threads, O.D. iD ro read 4.975 and ot diomeer 4.6263, 1.1/4' pentagou osesoting out opened by turalntt now ebekwiu(kit). r dull be All ms�Ju fluted wish vet M.threaded caps with op<uung nut o!Nc umc design and ptopatuons a m thr hydt .um nu Cop,dull be Ihrcrded to fit the oormpordog"ales .nd .Mel be fined web soluble ruepro. gookeu for po.iWe w.ter ughvra.under t press.. '+ 9.30.516) Guard Posts Guord p..0 Ins hydnnu still he prodded whe.e.houm on pu.. (only if oubide rgthtof-wq). Guard po.0 ah.11 b, r rcinforcJ cam:retc 6 feu m.IcngN by 9 mche..dumecr j 930,6(3) Seniu Pipe a 9.30.6(3)B Polyethylene Pipe w31 I Polyedbl"t pipe sha0 w he used. �e.eb-Fnrone r-.u+xsb.4,noh pf.awre"onevennenMenrn.- 9 u.6(3'.' Pvlybuulene Pipe . i Polybuukue pipe s W 0 u.l be uud. { rety6W in to li! drmaer•ab .4 2•- 0-'oTd+tru bw*-tl+e-tett.aFahe�+.riewt 6.�. .. ... I F J I Page-SP-147 Revtsirm Date: April 26. I993 S-2155 1994 MIS. SIInER PIa= - C -o r. Contract Doc. 4+ F City of Renton - Standard Plans for Road, Bridge, and Municipal Construction �e �y Ask �/ W.M.p.Stu.DgmAn t ct TmvoMtim I� t Americo+P blic Woks Ase. ishon W ohmStoe Sm.Chsptu _r x Y ( ham. 1 � ��w �. � � .�Y. _ _�Y �.� ...�� �._ ..�� ��'a r �z... ��n.v� 1I1■ IIIII, t- 111I1` CITY OF RENTON STANDARD SPECIFICATIONS , Standard Specifications The Srurdard SPenficarione are 11be 1991 Stallard Specifiraions jor Road.Bridge,and Municipal Consrrucsion'published by the Washington State Depammon of Ak Tranapprrtati d and the Amman Public Works Aosocwhant,Washington(Import, as intdified ail adopted by the City of Renton All original(WSDOT/APN'Ai test is mproduon'in rt's entirety for clarity and context. All original test being deleted is shown with a tire through the characters. i7Yssis-heingdeiefed. All"lacement test or her,,emg added is shown in¢pill face tYrc. All revisons.elhgsr addounis ar dON1 sxi are further shown wilt,a ch rig hu in She WtLdemer¢n Of the Due. Supplemental Specifications The Cdv ojRenron Su/p:emenfal Spesifi,nunnr is a campi iaGnn of the revisions made to the original WSDOT/APWA document and is pnwdutif to he used together with the original documst. Tl-se documents hated above shall govem all ws,k.except as hone standards may be madified or superseded by pmfect-specific plans,special provisions or other decureents officially approves by the Coy o'.Renton. All work within the pvbbe right of wwy pan fon od b-.Diner agencies or private pours—11rotg under prank--.Army of the Coy of Remon still fellow these mndams with It.e.oWtinn of iMre requimmentr which prntn to payment.:. linaecmg Cop¢-of the Rmmn StaWams art on file at the Customer Server duk of the Planning/Balding/Nblle Works Depanme8, Municipal Bui;ding,Renton,Washington 98055,where they may he examined and coped by any memted party Standard Plans The Sanded Plans are selected pages of nYr Standard Plant for Road and Bridge Consrrunion'as p.Aished by the Washington State Depanurent of Transpomtion and the Washington State Chapter of,he American Public Works Associahon,Wapted by the City of Renton,ail bound together with dim,ant dard plans created by the City of Renton. An appendix contains the ongorl WSDOT/APWA index showing the disposition(Adopted,Replaced,or Deleted)of all anginal pages. 'ITe user of this publication is cautioned to consult Other contrwml documents(special provisions,plans,standard specifications,Nc.)for add'i nal details that may be required when applying specific standard plans w a given project. Additional copies of this Publication and full sired prints of selected plans nay to obtained from the Technical Seniors Section of the Planning/Balding/Public Works Department of the City of Renton.the hwnh Box of the Renton Municipal Building,2W Mill Avenue South.Renton,Washington 9W55. T.O.C. •1 {� J Standard Plans Table of Contents raw 1- SECTION A-CONCRETE PAVEMENT crmmrr COxwr P.vcmne shw a'4 w ...........I... LL..... .................. ............. .........Mar 13 1"2...........A00I............. CrW,r C,,MMC Nym J jnr' sferr 02'f02 ................ ' 'L L L.................. ...... ...... mar 13 ....AM............. BrWer App�rh Slab-S�01 Of 02 L......... ........ .......... Mar 13 1991...........AM............. arWgr AM�h SI-h S�CrZ Of 02 .... ...I ....I. "LL-....... ........ ........ ........ Mar 13 Im...........Am.............F Traraflon f".C"�0"fay jStaaa I of 2)......... ........ ......... ............ ..... ..L... .......... ............Dc�13 1991.........AM-1...........f CwhBar.,at BMg,FAW ............ .. ...... ............................................................. ......... I aw..fra,C..mc overlay(*ad 2 e(2)—......................................... ........... .......... .... ...........................(),05 190...........AMY SECTION B_DRAINAGE SMUCMq=AND WATER I)WMBLMON Der 15 1"1...........IMI..............T Typ..1 Utility CO.,Adj-rt�for N.r'M Or 0",�y....................... .......................................*­Pipe - ........................... P, Arch.,f.,C- �Fh�12 Irrh D..6,1 thm 60 hwh Dk~. ............................ -....._..........................Inn 25 IM............3002.............. prpr HAjn$Chart,f"p V.C.Pier. ....... .....L..................... '*.... .......*........................ StrapNf�ALrNI,D�11 ...............................I.. ............................................. RrrAlSidewalk k D.ar .... LiMirX na . ...................... ............. .... sp 19 Im...... ...im.............. . � . .. ........ ....... ....Sep 191"3........am.............. Sidaavnramfor Commmij BuM.g D�Mua T)pp I -....L­... . ..... Sd�k Daa,k,c...%I Ru D� Tye ....................._....._.__Sep F 2 .. ............................................... ............... ........L L SLV 0 1993..........�8007..............P Sa�A Drain Type 0 ........... .................L.................... . ...... --....... Sp N 19S3..........a=..............F Commrnul C..�a[Sdcw.lk Drat,Tyj�A ........... ........................................ .......Sap 061997...........11009............-F ............Dec08 1996 —110W.............F C.me!rw(cawh Bar.) .......................................................................... .311il........I.....F Am Jaid(Catch ga$�) ................................................... IS ........F C&Ith B&IM Type I........... ................L.................................................................I................ D.01 19M...........1*12.............. C.trh B..m Type I P-Puki-9 L�C B .................................................................................................. .............. Srp 14 19V...........013..... D.01 19a6...........W14..............F Catch B..w Type IL................ ....... ............................... ......................... ...U.05 1957—.........Nis..............F cwhBain Ty"3 ..........— ......-....I.............................................—........... C.1h ftvir Type 4 ............... . L' I...........................................L................................................................... J.30 19117............1016..............IF OpenCurt,Frx aaak F &Gf2br bltall-IrO-Derail............................ ....................-.1-1.......I........ ...........—11-.............An A.g 01 1947...........11017..............F ......................................... g 01 IN7..........."It..............F F�Curt,r.Frame ClraW D+ad' L ...................................... .........................V.n.d G.te f.,r.wh Basin..d Inja L. ..................................................... Mar 19 1984..........W19........I....I F .................... .. Dec Is 1"I..........am.......I.....T ........................................................................... ...sr 19 Im...........am ............ solid MMIC~lea QfthBain ....................I................I........1- .1111,11,11-...*....................................................Drop I'k( "Yye I...................... .................................................................................................................................,"19 19B3...........NMI..............-up 19 1963..........am............. DrOp Irk,Type 2..................... .. .........................................*"'*'*'*'*.............. F GratehIct Type I�........... .....................................L............................................................................................._Up Or 1984.-........'M.............. D"Inld Grahr-ShW01-f02.......................................................... .....*......—*...................................................L Dec 29 1 gag- Im4.............F ...Lim 29 1989 8027......_._..F Drop Irld Graaa-ftmmacz*(02...................................................... ........ srp 01 19M BM"' F Grate IrtW Type I................................................................. ........ ....... T.O.C.-9 r -ly Q t Standard Paw Table of Contents Drawer.Tltk laid Date SP Pare No. On CAI) C.wh Basin Type 11 __._. . ___ . sass_... ........__.. ............._... ..........Jul 011989............6027...1.........T M 4ck Trpcl.aaxxb-Umch-T2mch&W%uuA..._._. _ _.__....._.............................................................I......OW 2219Bf...........am..............P I I w R stridorfOd Pollution Cm6ml Tee Tpe_. _...._. ._..._....._............................................I................. .....................21st01 MM............/029..... ......T F my Rearidor/Oil PbBaion Conmi Device(F:of.T,iT.)-... ...............................................—...................._......._.........Dome 151991...........9W..............T C•tch Basin Type 2 wkh Batik Type Flow RistimtorlOd Separasur.......................................................................................Od IS low...........BMI..............Is Fl,w Rcrricumf0d Pollution Control Device(FmpBRedfk)...................._..................................--..................................Ds IS 1991...........BM2..............T FmtT Shwr G.s Do tail........................ .............................................................sass ........................... ...................Apr M 19M...........I MS..............T M iue�areas Manhole Deta4m.ladder-Slap►Orris Risg-mW Top S1sb...................................................... ........................Nee M 19M...........BIDS..............P MiattW,.+.r. -.aah Bssinikft&ladder-SYp-OMn RkWarsl Tap Slsb................................................. _.....................Ds M 191116...........am.... . . .P TypicalDimension T.&..............................................................................................................................................Dec 15 1991...........Ilm... C Detonation Tank A..Ddsil............................................................................................................ ...........................Dr IS 1991...........POST.... ...T TypnelDetention V.uk....................................................—.........................................................................................Dee 15 Hid'...........BM9..... ..T Typical Dererxion Pond Sections....................................._......................................... ....................................................Dec IS 1991...........RM9..............T Overflow Sma:wre ......._..... .._ .. sass. .... .. ... . —........................Dee 1S 1991...........I..............T Rcinforred Conerer Sutgk Box Culvert .... ..... .............. ........................ ...Nov 26 19............061..............P 1 Rdnforccd Conerde Double Box Cuher . .. .... sass ..............................................................Nov 2619W...........BM2..............P Remfomd Concrete Box Culvert Wmgwlls for 1 314 Fill Slopes .sass .. ........ ....... .......... .... ...... .. Nov 26 1979...........SINS.............P - Remfoi,,W Corcme Box Culver Wingwalls for 2 f I2:1 Fill Slope.. ........................................................................... .....Nov 261979...........BOM..............Is Roinforced Car:retr Bo.Cuher Wingwall.for 3 U2:1 Fill Slop cm.........................................................................._sass.......No.261979...........IfM..............P Beveka End Secmioe.for CMP._. .. .._....._.._..._..............................._._........................... I.....................I.......Aug 17 1990...........111M..............P DcbrrBanner, _......__.__..._ ._. ........ ...............................................................................................................Des 151991...........10..............T Debris Brener for Concrece Pipe _sass..._ _.. ................................................................................................................Da 151"1 ..........BPN..............T Structural PLs Underp.es Design 1 .._. ... .. .. ... Mar 12 1994...........9W........ ....P Srurural FUI Urderp..Design 2 sass ... ... .. .................................... ...Mar 29 1992...........OMO.............P Headwalls for Cuhcr Pipe_.... .. ...... .......... . . . .... ............Sep 201939...........NMI.............P sass. .. sass. i1 Type I Safety B..for Stepped Culver Pipe or Pipe Arch Ok p.or Skew)...................................................._.........................Mar 15 1991..........BM2..............P TYfk 2 Sfey Ban for Culver Pipe Pipe Arch Ioo C.Rwdl..........................................................................................Sep 29 I989...........BOSS..............P FiordEnd Sessions............................ ........................ ..........._........................................................._..........................Sep 22 Im...........BfW..............P Type 3 Satiety B..for Tp,.l Bad Sectiee or SLer ...Nov 01 1991...........BMS..............P Type a S.fry Ban for Tsteed Pad Seetkn(on C.Road)... ......... ............................................................................Nor 01 1991...........10%..............P Type D or P.Coupling Bads fer Crrug ld Metal Pip.....................................................................................................Dm 02 1995...........MOST..............P 7 ype F Coupling Bands for Comgetd Metal Pipe............................................................................................................Des 02 1995...........BM9..............P T H Ce lira B.M.for Corrugated Mwl YK W gPip............................................................................................................DecDee 02 7.g3...........BM9..............F 1 Type I Coupling Band.for Comptee Metal Pipe..............................................................................................................D.02 1995.._..._..BOW..............P 1 Corrupted Ma.l Pipe Coupling adfot Dissent Pip ARYer Anowl*............................................sass........................... _sass..._.Dec 15 1"1...........B061..............T I Desist.for Coupling Bad.far Compbd M"Pip_................................................._..,_._sass _s ass_._........._sass._..._sass Dec 021995...........0062..............P Pipe Compadvm Designs and Baekfiil..........................................................................._........._....._....................._......Y.n 25 t990............B063..............P i T.O.C.•■ t Dnwine Tuk StmWwd Plans Table of Contents '. Culvert Pipe Sehcc ules ... . Lal Date SP Pan No On an sulb,i ____ .. .................................................._.....I........... .Om091989 .. . .0064..............F ......_..__. ikerFa Dnin _ ................................. ....................... ............. ....... .................._.............................................1.251980............BB63..............P CheckFabric:Fens Dw...............................................................................................................................................Da IS 1991...........Bo66. Temp D.m. .............T ____...................................................................................................................................................Dec I31»I...........Bflp..............T Temponry CanOrtctbn Bmtuce....._..........__. Doe IS I»I...........BaO..............T ............................................................................................................. Catch BdMnM Sedimentation Trap-Type C ...........................................................................................I..........Nov 00) 01 IM........... Sedimat Tnp.. .... .Da IS 1»I...........Bo39..............T iSanitary M.Ntok Typical Detail ..........................................._..........4.........I............4.............................._Dee 151»I...........IMI..............T Sanitary Shadow M.Mok Type B_.. ........Da IS 1»I...........B072..............T . ... _........................................................................................................ Sanitary Frarm, Eon Frulbw Typn C... ................................................................................ .......................Dee i Drop Cmmcobam FnmeQCovm.__-. .......... ............. ...................................................... ......4...................Dan IS 1»I..........BBM..............T Drop Cenntxlion for SnNry Sewen _..........................................................................................................Dec 13 1 6 uwh or B loch Clan OW...._.. 91L..........B07S..............T _che ................................ ........................Dee IJ 1»I...........DIM.Pipe Beddin[her Sanitary Sewers m Trenches Only - .........._.T _.............._._............................_.......................................Dec I31»I...........BOTr..............T { wne.ro Side Sewer InO.ltatiuo(Sewer Main to Pmlcrty Lmcl Da IJ 1» t _.. ._ ............................................ I...........BOBI.............T Dual Sean,Sn,Vertical C for Sewer Rry h<cment ... ..... ............................Ds IS 1»t...........Bo73..............T i DuH avvVertical Connection _ .._. Doe 151»I..........IM.Side Sewer Rower Comcelce to Sewer Mu,....... """'..._. _ '$ inLSewer i Sewe ri a .L._..i.... .... ................. .. ... ... ............................. .Ds IJ 1»I .BM ............T eo an .. Air Typical Table(lw Pr,,ur)for Slane,Maim Sha I of 2.... . .... .. _ ...... .................................................................Dec 15 1»I...........Ptl. TAi Tat Table(1nw forSewer MaShee2 ................... I.......................Da 15 1»L..........BM. TCocaine nv u,ProcNum................. ......... .. Blocking for Convex Vtrtka Bend.. .. Dee IS 1»I..... .Bf ..............T ............ ..... .Sep 1919RJ............9Ba.............in Uthodw ProeaC nloux Lood•.nd llteeatita Web. ... ._ ......................._..........Apr 0119L3...........BW..............P Cathodic Protection Flmh Mour•.d Teal SWien....................................... .................... ..........._.....................................Apr01 1»3............9Ba..............P .. Slu Ge ckk RoddinL aM T.Bon._...............' . ..........Dan I3 1»I...........Bfl»..............T Oanenl Miz<Wmmu.Detail � _...............•..•..............•...••••..Vld,....plan......................................................................... Dan 131»I...........MM.............T I2 uwh Gait Valve hutaltatbn t W8h by Pass A.stblT-1 i.d)..........................................................................................Da.IS 1»t...........IMI..............T 16 uch r l a:V.i-20 iw:n-and.N inch Butterfly VaM Chaeh.r. ,......._.........................DID IS 1»I...........B092..............T .................. .................................. iah GY.c Valve wta B)Pu._. ...__. .__ ..................................I............. .............................................................11)s9 I!i»I...........BfA3..............T 1 inch Air Q Vacuum Rekaw Vale Al mnly........_....._................................................................................................Dan O 1»I...........BOM..............T Rck 2 uch Air Se Vacuum Rune, a Valve Alm ( .._........ ...........................DIS Is I»I...........IM..............T ..................................... ..................................... IMividu.l Service Pm.us Reducing Y.he IFor Sld iad t 1 iaA Soniro).......... ..........................Dan 13 1»i...........BO/d..............T Pt%wkre PRV S L on Sib......__........Stab...................... ............................Dan 13 1»i...........OM..............T .................................................................. Stawtaro PRV Station see Ran and PRV 3Wbn sY Plan 6.-I,W opntt ...............................................ant,.Aa...ft..........Dse I3 l»I...........9M.............T M..wod 6 inch ev CV A ouble ;air V lve Aft a w[h d I-1/!k.Nt Nome Croq Cams. . MCC and 6 umh Daasttr Double Chad valve AsavlA ...dBew PtoleN.oa ...........Dan 13 1"1—.........80»..............T y....................................................................................................Dan is 1»L.......... loo..............T Double Cask Valve Assembly_.............................................................................. ........ j Finer nam rant M.MartoA..embly DetailDetail ... .. _ Nrdn �� ......__................................................................................ ....._.......__.................Dan 151901...........B103..............T i T.O.C.•Br i i � Standard Plans Table of Contents FFF Drawin,TdIc De SP P,No. 0&�CAD Tr.pl o ly 2 uch Bkw-00 Alze.hl,(For 5.0 M S�Jk,M.jo.) .... ....................... 1we 15 1"1 .... ..B104..............T P--1 2 inch BW--(3ff Assembly(Fo;I imch and Smaw Maim). ..... . 314 inch A I h W.wr Sw ..............—........................ ...... Doe 15 Ml ........BIOS—...........T I-V2 inch At 2 inch Wow,Somiev D................................................. .. ....... I ...................................... Dec 171991 .........0106..............T 3-4 &6 inch Compound Meer Service............................................ ...... ........BIOT............T ..................................................... . ...................Use 15 1"1...........3101..............T Scrvwe C.rm .Dead To EiJg 3 1 .................................................................... . ... ............................... Doe 15 19011...........9109.............T ..........I.............................................................................................................................Mar Of l"l...........8110..............F DIVISION C-GUARDRAIL AND CONCRETE BARRIER B-1,G-,d-iJ(W Bear,}Shoot 01 ofO2 .............. M"31 1959...........CMI.............p F--r-,d-d M B-m) shm 02 of02.......................................................... ............................................................M.,31 IM...........CM..............F bra,e G-rd-d Mrie B..).....................................................................................................................................Aug 31 1990...........COM..............p SI-I FrM-hd B',k for Beam Gwrdmg.......................................................... Mn 31 1989...........C004..............F G 2 Swel Sim 11 Shape Poet.................... oet.............................................-........................ ........................ ............................... ST 04 1987...........C005 ...........P Trne�.T.kin C M.4 section...................................................................................................................... M.yO9 Mg...........C006..............F G-rdnH Pble -2-!P................................. ......................................................................... Feb 09 1989...........C007..............F G.Wv I ew� a-5 a 6). ......... .... ....... ..... ... .............................................................. . . .. May 25 1999...........COOG.............F G.rd.d pbron enl("M 7 a of. .... .. ...... ......................................................................................16W 20 IM F Gused.fl pwcerwe(.91 G-rd., (.a 101....................................................................................... ..... ... ...... ...................... Rb 09 19"...........Mo..............F M m .. .... ..... ............... Feb 09 1999...........Loll.............F OWM.d Mccoa t wase 11)................................................................................ .. ................. ................. Feb.1919...........C012-- F PIac 'd(c 12)....................................................................................................... .......................J..19 1" .2 ..........0013..... I, G.rdrad Plecer d wast 13).... ..................................................................... ..... G.Mrad M�M 141......... ....................................................... ... J.191992............(MIC..... F G.MOJ PU.m 15;...... ...... ............................................... Feb 09 1990...........COIS., � F Feb 06 1990...........C016...... FG.M.d 16-17-12) .......Nov 26 1910...........0017..... p. ................................ ............Gwr Rail M��-C�19......__........ Sep4 w9l.........C017.1 FG- M Bail Pemer C.10............... ................................................. .. .... Sep 04 IM.........C017.2. F GuardR-d Pia ,rw.1('11121 ................................................................................................................. ..................S-P 04 l"I ........C0173. F GuaMnll mrrn .'-I .22)......................................................... ............................................................................Jue 191992..........M17.4, f G.M..1 T....I.n Scams-!',at i,I ofoZ....................................................................................................................sop"19L.........-cole... F G.M.0 Trz.wtin Swe -Skd W, of.................................................................................... ...................... Sep 04 Ml...........Collf... r BeamG.rdmd Teneh. .-................................................................................ ........................ .................. Aug 171990.... ......CO20.,- F Ternnival,................................................................................................... Sep 20 l"l........—coff... F (;W,Jmfl Connection to Bridge Rail or Cohow,@ BwrjM_....................................................................... Fab 13 1907........ F Be--G-rdnd Areh-T Ty"I-ShM I 9f2.......—.... ........................... .............................................. Jan 19 1990.. Hre-G-M U Ar,hr TM 1-Sheet 2 of 2........................................................................................... ... .......... Jan 19 1990— CO24.............F El.m Ah.,Type 2. .... ............................................................................................ ................... Jan 21 1925 ........ B--G.rdM A.hr,Type 3...... ................................... .............. ............................ ........... .............. tan21 IM............IM26.... . F B,AmGmrdmi1A.Ki,orTy,w4— .... ....................................... . .. ........ ........ ...... ........... ....... od is mg-.......LW.... F . ..................................... .. ..... ................. ....... ........... Nor a 19116... CO211- F r.o.c. A # e 1 � $ I� 4, Standard Plans Table of Consents Dori..Tak LAv D �5P P`N On-CAD Besm GuardrailAenhor Type6 Shed 0l o(0a_... .__... ......... ..... ._... __......._ .........Scy 201991..........C0 ...........F ............ .. Bum Gundrail Anchor Type 6-Shed 02 of N ...._............................................................,........................_..... ............Sep 20 1"1...........CO50..............F Bum Gwrdrad Anchor Type 6 Sheet 07 of 04_ ..............................................................................................................Sep 20 1991...........0O21..............P 9 Bum Gwtdnil Anchor Tepe6 -Shag 1of _........__.................................................... ...............................................Sep 201991.........C011.1............P Beano Guardrail Anchor Type 7.............. _. _.._ _.. ___................................................................................................Apr 161990...........C052..............F - BumGuardrail Anchor Type 1.._.._.......__. ................................................................................................._..............W N 19p...........0077..............P TheeBoom T.wul Sediou............._... ... .._................................................................. ...........................................M"W 19/0...........C034..............P Th.Beam Termiul SEdi................___... _............................................................................................................Mu 091990...........C035..............F ConcreteBemer Type 2._.... ......... ____... . __..........................................................................................................Iun011992............cm. ............F Concrete Ramer Type/and Tnwkfon Section _...........................................................................................................Apr 11 1996...........C037..............P Conenln Bonier LigM Standard SMbn _..._. .__............................................................................................................Aug IS 1995...........CON..............F CwcrdrBoner Type 5 ....._._. .__.....................................................................................................Jm 04 1925...........0009..............F Akcmaiv Tempnnry Concrete Bamer Shen 102 . ....................._...._......................................................................IW O$191/............C040..............F Akerruirw Temporary Concrete Barrier-Shod2 of 2..._.. ...................................................................................................hn 05 19p............MI..............F RdindiomlLard Form .................. ._____......._._....... .........................._...............................................................Jun 22 1990............C0/2..............P Concrete Barrier Berm T,,c 1 .... .. _... ......... . ......... .....Due 02 19U....... C093..............F Be.Culved GwrdraB Slocl P.M.Shed 01 of 02.... ...........................................................................Ad 26 19JD............Cg6............ F e Boa Cuhert Guardrail Steel Pod-Shod 02 of 02 _. .. ... ..... .. Au12419%.........006....... k f ` 1 boubk Aow Incdul Ranier Conhgumnn ..... i _.. ... ... .... ... .....Aug 241990....... LW7 Singk Row Inental Barrier Confguntion for Temporary InatalbtiorB ......... ......... ........ ... .... ............Aug 2/1990...........W97...... .... .! SECTION D-RETAINING WALLS,CRIBBING AND SLOPE PROTECTION Rein foard C..M,Retaining WMI Type!: No Sumlurge__..__. ........_........................................I...................................Feb 171911.... .....D001.............F Rdnfoned Carcme Retaining WaB Type 2.2'Sureharge or TnRc Bmier __...................................................................Feb IS ME-........IM............r Rdnfon<d Corrode Retaining Wdl Type J. 1 3/1: 1 Bactokpe............. ................... ...................._...................................Feb 15 M...........D(W.............F Reinfoned Cwunue Rdnnmg Wa0 Type a 2. 1 BucUk pe ...... ...................._................ ......... ................... 121911...........D004.............F Ilf Momr Rubble M..'Reaming Wall ___ _. . ... ................................................. ... .—Feb................. Jan 25 IM . ODS D ...... F Baekfdl for Rdamml WW.H. ..........., ............. ..................... . . .. .... .... .. . .Mry231M...... D006 .....F MwlCribbing Tyne 1 .. ._._..................._...__.. ..........................................................................................Aug N MR...........DOD?.............F Metal Cribbing Type 2 _. . . ..........._.....I.................................................................................Dee 21 19U....... DOM.............F GabimCriobmg-Shw 01 of 02... . . ............. _..................................................................................................Aug 23 1998..........D009.............F GabonCrihb'ng-Shot 02 of 02.. . _................_.. .....................................................................I............................Aug 25 1999...........D010.............F WimMesh Shope Pruica.. ... _............................................................................................................_.....................hn 09 1990...........Doll.............F Win Mesh Shope Pmnetion Arnhem ...............................................................................................................................Jan 0/1990........ ...D012-..........P ReukProw aion Fence..............-...................................................................................................................................tan 01 1990............DOD.............F Coru:retc Shope Pewndiun-Sheet 01 of ..... _......................................_...........................................................Aug I7 1990...........D014..._.......F Concrete Shope Prdatinn-Shed 02 of 02.._... _.._...__.. .................................................................................................Aug 12 1990...........DOIS............F BudaSubJvtlion... ........_....... _............................................................................................................................_.Apr 01 1916...........DD16.............F r. RockeryDetails .._ ................ .__._...................... ............................................................................................... Nov 0119O...........D017.............F SiftFence.................._......_.._........................................................................................................................ _. Jun 0119W...........DOM.............F r.O.C.-Of y 1 i tie® tees e�6 9 MR W—W Ttm— M 3W M Mil us -- -- Standard Plans Table of Contents Dn, i..Tak 1 spP N. On CAD SECTION E-BRIDGES AND TRESTLES Detc Numcnk............... _._ .. _.._. ................ ...... ... ........... .........I.2919M....... _.B001......_.. . F Pikor Fnmc DelpriY/.......___. .___.__..... . __.. . _...........................................................................................Sep 1919M1...........E902............. F LugBrulm .........................................__... __._..__ . . __.,....................................................................................N"2619"..........I=......_._ F Prmsa end Pienressed C000rtee Pike 13 kwh Duman...___. .... ....................................................................-..............Aq 07 NM...........I M1........- F Nnt..M Corwrttc M1.16 wch a IS hwh Dum........_... .. __.. _...............................................................................I Dee 221987...........BOM..............F Msnhok Ruin and Cove,I.,B,.dSe................................................................................................................................Ir 25 19M..... .....BEM..............p SEC M F-CURBS,MMOACM,CUITBRS AND SIDEWALKS Ceawat Concrae Curbs eed Guam:..............................................................................................................................64r 13 I992...........pool..............F PrtcsaTnRw Curb...................................................................................................................................................149926197E...........FM2..............F BrockTnffw Curb....................................................................................................................................................14"26 It"...........PoM..............IF OclnNedCmb.................................................................................................................................. ..........................Sap 07 I M...........IOU..............F Curb Rsmps................................................................................................................................................................1a91819M............POM..............P Cemem C+ Defsawpr Mky Appawi..................................................................................................................One IS 1"1...........FM..............T I)P..t -. ';knkw7 .... ....................................................Jul In IM............I'MI..............T r.-vrh A Gun..nepka 9 D" .. ....... .............................................................................................................Ds 13 1"1...........IM..............T I 9 i LO.C.-IN Gam.. WIN Tnlc Standard Plans Table of Contents Dnwine ND PHec No. t•.;.AD SRCf10N C-SIGNS AND SIGN SUPPORTS Rdadndl 011t dCkenion Sign............................................................................................................................................................ .Od I71961 .. owl — F Sign BriAga Shen 01 of02...................._......................................................... - .............................................................Sep061983 .........G002... F Sign BMgc-Shed V.dR.........................................................................._............... Sign BriAgc. ... ...............................................Sap 2119g3._....._.OD04..._. F ....................._...__....................................................................... .Dec 211M3...........00M._.. F ............I............................ Sign tlridg<__. ... _ ........................_..................................... ._......1un 201986............0005. F ........................................................................... CergBeverSign Stndwee........I.............. ....................................................................................I............................Nov 26 1979...........0006..... . F Cedikver S-Sn Str unm Fwnhlbn........ ....................................................................................................................Nor 261979...........00117._ F Roedeide Sign Sir .nni.Tindmr Ibeb.......................................................................................................................N.22 1"1...........0009.... F RoWddeSlg.onlJmuniMWooAMz...._...................................................................................................................M.y 26 IM...........CA09.._. F Miiim ce WeOwp Nei Sign BriAge; .....................................................................................................................Od M 1975........._0010..... F M--V— a WeOwp Eitiding Sign BMga............................... ......................................Aug 71 197J...........0011......... . F .............................................. Mikp.d..... . ............. ........_._... ..... ................................................................... 01 1988 ...... ....Apr OD12.............F R.edridc Sign SInsD•rtr(Sill pM} Shed 01 of 02..........................................................................................................Aug I71990...........g017.............P Rodb4dc Sign Slr.cmm(Sill Pod}Shed 02 of 02....... .. ...................................................... ............ ...............................Ivt 28 19/3...........0014.............P Type 2 1%'Coonatin.for Muhipk SIM Poe Sig..Sha1 01 of 03.....................................................................................Od 10 1997...........0013.............F Type 2 Beu Connenwm for Muhipk Sill Pon Sig..SF-.1 02 of 03.....................................................................................00 10 INS...........0016.............F Type 2 Beu C.nnedi.ne for Muhipk Sill Port Sig.-Shat 03 ofO3..........._........................................................................Od I0 INS W17.............F deiStiltSign M..Ming D S 01 of 03 """ ..... Sign Mounting Dnaib.Shed02of Ol........._.................._.............. ......)en SOIN7.., 0019.............F ........................................................................... Sig. ..Ming Ddeik-Shan Ol.Mntitl................................_... ..................................1e0 701907............0020.............F ................................................ j Sign M.unvig.n Singk WOM or Meld Podr............. ...........................................Dec IS 1991...........0021.............T Sign M.mixing on SiDn:Pk Minn Arm(Fixed Mumm)_........ ...........................Dm 13 1"1...........0022........_...T Sign Mounting on Sigrdl Pok Meg Arm(3rillg Maunl)....................................................................................................Dee IS 1991..........A BD........... .T G—M MouMM Stied Herne Sign................................................ ..........Dee 13 1991...........00M.............T . .................................................................... ro.c.-.r Dnuine T9k Standard Plans Table of Contents mhr P Iturt:No On-CAD SECTION N DELINEATORS AND MISCELLANEOUS CONSTRUCTION Cirnmlintion M.rkm(Shen 1.[2) ....................................._...................__. ._... __...........Aug 011989 .......,..HU01 CtunMlintbn Mahe (Shed2el2)......... ._... .......................................... ... .........Aug011%9....... H002...... ......T npmgDetails, _ _.. .................... ..................................................................................................................1een 28 I%5............H00J.........._F SSMPius Dttsiu._.. _......... .. .................................................... ............... .......... .........len 28 1983...........HOOT .,F lnpmg Ddadt-. _.._..._._.._ .................................................................._.....................................................Cd 28 1997............H006....._.....F Tovwy Ce9 Tutu.Armw._............ms _.............Cur .....................................................Op 02 19tl...........H0O6........... ususwr Priwd R WrIti M.A.a9d P1enR BM TMk n0ba....................................................................................................Od 02 1917...........H007._..........F pit,vPavdran Marking Caaik.............................................................................................................................................Aug 01 1990...........H006........ ... F ThTh.&nl Makings_........................................ _....lel 17 1"1........_..H009.............F .!Lee Tum Onl7 Army Caad....................................................................................................................... ......Due 15 1"1...........H010.............T Thm&Right Tum Only Armor DmO................................................. ...........................................................................Dm 15 1991...........H011.............T TPaiaM/I Lae 58'R d"yP ........r4&,................................................................................................._..................Apr011990...........H012............ F ypical 3 l.vx.38'Roadway Rremde^IahM....................................................................................._....... Trans,Curb IakrM w/Curb Rump ••••••...........Jue OJ I918............H013.............F IJaad........................................................................................................................ Dw 15 1991...........H014.............T TnRx Cimk.._.. .. ..._................................ ..Only....._.............................................._.......... Dee 151991.......-...H015..__.......T ........ $tanMrd$peM a9mp&Dump$Igll DlYlk(Fur UK QII ••••...••••••••••••••••••Alley 7)...........................................................................................Jul 01 1990............HOI6.............F OYMCPom._ _........_.........................................................................................................................................Type Ill Barricade. .Da 09 1989...........N017.............F 801krd.Type I... _-__.MOard Type 11 .. ......................................................................_..............................................................Jul 20 1990............H019.............F _._.... ._...._................................... .........._..................................................................... ...........Jul 20 1990............N020.............F RemOvabk Wooden&'lard T)pe A.Type S.W Tpps C............................................ Fixed Wmdm B011sM Type A-Type 6 .........••••............•••••......................._001519.........._M021 .......... ..T 7Pe d i C...............................................................................................................Dec 15 1991...........HO22.............T CdrrM concede Slainray COndmdiou DdaiV..................................................................................................................Apr 221"1..........H025.............F sjk S1ee1 Pipe Handnil far$ij,,Nth...................................................................................' .................................................Da IS 1991........_.H07A.............T Steel%yc Nandnd to Bike hdi_............................. .........beit). utur............................................................ Dec 151"1.......,...H025.............T U.S.P.O.Neighbndw0d Derive arM .••••.•••••....•••• 7 CoaaNORl9a Ue1(/M1Tea)1t1eY1a0ee._....................................................... ......... 11987._.......Maiboa Ma.aing L«nion... Aug% N026.............F ................................................................._.................................................................Jul 01 1997 MaibOa lit"Ust011-Shea 01 0f 03....................... _.......H0J7.............P ...........................................................................................................lan JO 199Z.. ..Maiboa lnuaWlbn-$Md - H028..........._F 02 of OJ..................................................................................................................................Jan JO 1987.. ..,..._.H029............F Maibox lnudklion-Shear 0f of 03.................................. ................................................................................................lan JO 198] .....N0J0............F Momnwd Case&Cover...,... _ ........................... ....... . ...............................................................................................Feb 01 1999...........M031.............F Aaphah ParenKnl Palcnmg Ddaila....................................................................................... .........Fab 01 19W.........Concede hvd«n Pamwhm "......•..•.."...........••....• H072.............F Bts. g..........................................................................................................................................sop 19 1983...........HOOD.............F F.b Shiner Foowg . ............................................................................................................................................Dee IS 1"1...........HOOa...sl,, nTma9d BridgeP.rida........................................................................................................................................ ..Pal,221%2 ..._.....HO35_........._F SbprTialmml..........................................................................................................................................................Noe 261979 LO.0-IN L_ Standard Plans Table of Contents On-CAD SECTION I-WASTE DISPOSA AND RECLAMATION Iter,Area Building Domils Septic T.nk—...... ..................--........................ ..................................................Nov 261979...........1001..............F Red A.Building Dcoil.Dre.F.ki. ..............I............--............. ................................................................... It-2619W...........IM..............F ltmiam wn Plan for Pia and Sundry Skm-Mimmews PAqvkwau.......................................................................................Feb 04 1902...........M..............P SECTION j-IUAIMINATION AND SIGNALS PowerSo.................................... ................................................................ ...............................—...............Feb 04 IM...........MI..............IF St.W.,d 25'13.vvt Pole....",' .. .. . . ............................................... .......................................... ............S"01 I"I...........1002..............T Standard 30'Davk Pole..................... .... ................................................................................ ..........................Od 02 19117...........JON..............P Standard 35'13.vig Pula...... ....... .......I..............................................................................................................WW I917...........M.............F Standard a()inch Dave Pole ................................................................................................................. ..............OdO21997...........Im..............IF St.,am Relief Ddad ............................................................................................................................ ..May 01 1991. ........IM..............T Typical L,,,Ik.g Underitm.nd Syslemn .................................................................... ........................I..............I My 01 1"1..........JOWY..............T C..M,Ped Detals ...........11—...—...........I............................................................I... ... 01 1"1...........JODO..............T Street Light Siarklan]Der el Numbering Systm-............................................................................................................M.)01 1"1......... Jm........ _..T Since,L.,M Corrtnra.,Cabinet a C.him F..odafim............... ....................................................................................N"01 IM...........INS..............T Strew Lighting Cortrador Cabinet&h~K....................................................................... .......................................May 02 1"1...........J*II.....-.......T Type III Service Cabinet .............-..............................................................................................................................May 01 1991...........1012..............T pureKA&Spike Kk Dclailm. .................................................................................. ...............................................May 01 1991...........M3..............T LightBase and hrwi.Box L ..tionat.......................................................................................................................N.01 1992...........J014..............T Typw.]C.nereir Pad Canada. . .....................-................................................................. .........................................M.y0I 1991--......1015..............T junka..on.Dde.1. ................ ............. ...... .........................................................................................................Nov 01 19119...........3016..............T Cabuui Foundt..Detail,........ . ............. .... .. .... ....................................... ...................................... ...J.06 1919............J017..............P S,g.I Head Mounting Details-Pole and Fort Top Mounting. ................................................................... .......Fcb 22 IM ..........3019..............F Signal Head Mounting Details-Mad And and Spun Wine Mounting,..................................................................... .............Feb 22 1"2...........1019..............P Mi.U...S,gral Derails ..................................... ................................................... --....................................Feb 22 1982...........XIIII10..............P Signal Siardarn Type Der,"Imea,and Type FPB-PS and I Duad,.........*........*.... ............. . . .. ........................**Fcb!a I"I...........J021.... ........P Span Mrc Irmaliwn-Short 01-(02.................................................................................... ............—........... ........Mar 06 1992.......-.1021.1.............11 li Span Wine lnvtallm.n-Shod 01 of 02............................................................... ............................................ ...........Mar 06 IM..........J1121.2.............IF Pedear,an P..h Buren Pon ........................................................................................................... .....................Sep,01 I"I ...........Xm..............T Pedeatrm.Head Pirie...... .................................................................. ........ Sel,01 I"t I= T Pdrdrmn&Z..........................................................................................................................................................Sep 01 1"1...........Im.—...... T 1prdemrun Nth Bulsom A%p Pole M*wAkvg.............................---..............................................................................Nov 07 19............JIM. ............T 31 C.rkme F.J.dmion for F r-abind................................................................................................................................Sep III I"I...........1026..............T MI Commiler Elam A Conduit Dood......................................--..................................................................................SapQI I"I...........J027.......... ...T P-1 0,ni,elle,Be.&C.M.0 Derail..............................................................................................................................Sep 111 1191......... ....._.......T sw.l Pole F.unalawn ., . , ,. .......................................................................................................- .. .._.............Sup Ot 1991-.........J029.............T Pdreal Mount arah C"Aluminum Bar,..........................................................................................................._............Feb 09 1989...........PEW..............F Pdul M..m for T,,e F or G C.birmt,............................................................ Srp0I I"I JWI T E.r,,,rkyPre,vrnpt.Ddwo, ................................................................................. ......................... ...Se 01 1"1 ..........J032 . ....... T r.o.c.-It it 7-o Ddad Standard Plans Table of Contents DnwlorNumbcongsy,,,,n_,., 111.1........... sarol l"t...........I037.............. Traffic signal onk- .............. ............. Sapol 1"] ........—M4 T Traff.Sir-11 Haad Mn"Min 8 Dilaide' ................. .......................... .................. -......... S-Pon 1"J..........10U.............T SL�l Tema honallation Siiiir Mouw,,,signal Counlia�DM.Ll ...........................-.........I.............I.................... ...S'Pol P"l ..........MG..............T lncl�.ion Loop Winn&%ad Loop Sp4i j DaQ.... ..........................__............................................... ... S-Pol l"t ........JM —..........T fincimlion Loop Druid .............. ..................I.......-.................................. SaPol l"l .........311110- ..—....T ...........I............I..........I..............................I .. od 01 19........I...all..............�T SECTION K-TRAPM CONTROL,pLANE I milm coniml Plan(no,lants ow olosaM................................. I ni ..................................... ......................................................................................................A0p0r 2184 11992] ...................... 1K=OM1..................... r-fr-Ci-11 Plan(ool di" C--onl Pan(.t fln by(...dmur) ........................LTnc C.nol Pan(bur aa coo .............................................................Ar 24I ............K ........... ......F ue .....................L'I................I...........................................................Apr 2 1992.........KOM..............paff,Cnvmlrano . o1 ,k, , .. .......................................... .........................A ,24 12.......... MT.M.C.nnt M.if,m hnr doabj-one,o") ......... .......................................................................................Apr 24 tM ......K ........... iff.Cominl Plaii(ioult'lato,) Tolfla,C.rvlol Plan ..to "oo,p) .................*.................*..........*........................ ..00 14 l"l .........-Ko"......... Tmffw Co,t,,j Plan jmtvn,,,,oa-right lum only lam) ........................................ ....... ......... ........Apr 24 1"2..... KM..............p Traffii,Cnntnil Plan(.niancono,km bno, .I,kw). .............. ...................... ........ ......... .....Apr 24 1102 ........V�M ......... Tranx,C..oni Plan(too,laa,d.yOd-biio k. . ......................... ................... ................ A4W 24 IM. K oed)................................ 010..............p Tmfrw C'ol�[Plan(ponahl,barner), .............................. ........Apr 24 IM...........IMI I..............p TnITK Coniml Ma non,t,gm.10mW_ .. ..................... .......... ....*...•... -001 Is 1"l...........IM2..............p Trafra,Cini plan(pjwran ,nion,j) .... ....--­11­­ "**"*...... -0011 Is l"t...........U13..............p Tniffic C--nnl PUn(ni,hincit-pa�aaj opeaaion)_ ......... ................................ AP`211992...........K011........... Tniffiic C.nloo Plan(fonninty hut,ja, ............ ......... .—Api,241M...........IMIS rnlfrn co.,oij plan(urban how,"rk) Im-.........IM16...... T,affi,Control Plan ran mchn,,at ghouMw) .......Apr 24 Im...........Iml? T.ff.C .mini Plan(no..p U'i) .... .... .. . ...... ..........Apr 24 IM...........IMI&.............p Trafr.Coal.]Plan(.a.,p nn ..........A 21 IM...........IM19..............p . . ..... . ... ... JW 24 IM...........KIM.............F Win,F.,a SECTION L-FENCE AND GLARE SCREEN Chainl.mkFancx� Sbwlf2., ... ... ...... 1"21 19"............Lml Chain Link Ftantai 3bm 2 qf2 . .. ..................L­..................... ......Wy 24 1991....4......L002..............F Ch..Lvik GW ...................................................... ..................Ll........L....... .... .. .....May 21 1991.........L082.1.......... .F C."l,Guanj . ............................................. .... .......... . ................. ..._.........Jr 21 IM...........LM...........-r .............................__.... ................im 21 IM...........LAW...........Ga.�cbo T I Man,S�oaao Typ 2............................................. ......................................................... I.............Jill 21 INS............LM.............. A..Cinytinl Chain-................................................. . ......................................... .... ...... ...SOP 02 IM...........IA06........................................................................... ........Ju 21 IM............LM.............. APPENDIX A-LJOTIAPINA PLAN ADOPTION C"t"a"lo'"at of all VMDOTIAJWA Shlaillml Plan..-hinaws City or Renton aalom roc.-id r City of Renton - Standard Plans for Ro'Id, Bridge, and Municipal Construction Y O� NTH SECTION B DRAINAGE STRUCTURES AND Adak WATER DISTRIBUTION _— Wuhmgtm State Dgyr A of Tmsw, puM t I t Amenun!+a':w�,Aacitidt WeshinFton SWe c'detyer I J .; a y , . X 7 . '� � • p. Y � �,. Y . � ]]! Y'� \ * , • � � � i • "i .W���.�. n II i City of Renton - Standard Plans for Road, Bridge, and Municipal Construction ♦ r SECTION B DRAINAGE STRUCTURES AND WATER DISTRIBUTION �--�o& V'A Wmhingtoo Suk D"A,nml of Tm pn tion 1I 1 I Awncan Public Wor:.Anociation Washineton SWe Chaptc. 4.. i( I n�� Y4{} I � ' 1 CASTING INLAND FDPY OR EOUAL. PTA714 SEE DETAIL S.LA. ! Ir• -_ —{�• ADJUSTMENI P IN - CONE zr MORTAR JOINTS PRECAST SECTION STEPS - 'f/<• DEFORMED BAR _ STEPS SMALI. BE INCLUDED s vr• CONCRETE PIPE INC.. OR APPROVEDED EOUAL •a I z• rtn,L MAX. PIPE 512E - 21- LD. �— LADDER-STD ALUMINUM OR GALb ANIZED STEEL MORTAR FILLET CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF LA «I« SANITCRY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DEIAIL j NO SCALE ADOPTED {I ct- cm ar«P.. yr wn iTnenl i RE�ASION ___ v APPR' DAG NAME BR28 SP PAGE.80:1 •f lad" x i fr/ - �j'.. ui a -f 1 P 7, Nw EP RA FRAME AND LIP PEP DRAWING BR29 Jc.AATS . .1. 10 Rw. Ir v.ai.n< z +o s i s... NOTES' T STEPS TO BZ 3/1" 9 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EOUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED SANITARY SHALLOW MAN-+OLE TYPE B 3 CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 DYT OR EQUAL PER DWG BR29 z. MANHOLE HOULDNB TO BE OF REINFORCED PRECAST CONCRETE aj 5 OPENING '.HOULO BE ON DOWNSTREAM SIDE ADOPTED ' Cm or ez.ro. • n..e..e o�... ' ur o.rt u�nn� , OW(, NAME BR37 SP PAGEB072 J { v- zn C J Y 1� . j a J 4 _ �1/r' V(1 r 0. 1/r' .Y'. Jw•NL-SMIO r•ii[M C1Sl MIFWI p1 Tpn b L1' 0 n-v. t1 T 1 ` SECTION A-A FRAME (NON-LOCKING) COVER (NON-LOCKING) A FOR 5/8"-II NC, . S.S. SOC. HD. CAP SCREW (3 REO'D.) S/M 1 r/ T g rTYP. NON-SKID PATTERN r• uu 1-om Trr A B t-1/r• 0 n-- SECTION B-B 2" RAISED LETTERS AS REO'D. SEE NOTE No.3 BELOW UNDERSIDE SHOWN FOR CLARITY 1 WILL•Im rW"l 11 MC. T ON rr•ac" p n) )-1/r•W Itvl 11m.1m, NOTES' FRAME (LOCKING) [OVER MANHOLE FRAME AND COVER 1. FOR NON-LOCKING USE OLYMPiC FOUNDRY No. MM 30 OR EQUAL. ® M)"I 2. FOR LOCKING LID USE OF12R S RMFOUNDRY(SPECIFY IF MM AI D/T OR EQUAL OT, of acxTOK y 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON R"). , SANITARY (SPECIFY -SEVER"). OR WATER (SPECIFY "WATER"). M. b w Ir. •Ye .a/leisl 1 DATE p OWf, NAME SP29 SP PACE'.D074 t 7 'I /1 h F, I Y q[[ MDIE •> LIMITS DF PIPE ZONE MIES• BACKFILL MATERIAL I woviN WIrcov Sl<PP1T WDER RARML (SEE NOTE 5) p•• 2 NM10 f•K W2R WLNCKS CONCRETE CLASS C J COIPACI DEMAND MAfP1AL ro nx MA.R MRSPM nrm- ;..I.Lr CAR Pert (SEE NOTE 8) G .0 1.CAR, A SEE " XCAVArlw YW IBPAR•nM ED TREM:M- INY Erlp m r TME SRTMIr SEWERS Si FOUNDATION LEVEL D OF tK SYMEARD SPECIFICr•r AS OR IREMCM 1111.'V'PAR TaMCNNO PrIUIS .. TME PIK rPC WILL ME THE ACIAU, TRO(M YIDTM ESEEPT IM MASS A •EDDINL TWMINI"Cd1CPErz YIDTM SMALL RE 1-1/1 ID • I$" r S. IKWH DACIrILL SMALL CdfOxl TO"NCKr0y1AG MAR TRNCMES" INIME I LASS A ASIGM, S.WIINI1 SEARS SECTT OF TIRE ST.wI'MD SPECD'ICATIOO.C.CXK TM•T q[NS OR W LPS LARGER IMAM I'rtR FEET Q r-IPE OIANCTCR SMALL AID' DE USCG IM xC p IKNFRL MAIER1AL. A. SCE "MIDDING MTERIAI, IM RIGID PIK IM THE AGGREGATES SECTIW Of IRE �Y TttE TUTt n- LIMITS (IF PIPE ZONE SIAMDAAD PEL;IC.IICWS fm L< MArzRIAL SKCIFICAIIOn2 + RE "REDDNG MAIVIAL FP rLESINC qR"N M AEXRECATES SEVIW IT BACKFILL MATERIAL SIANDAK SPECIr ICATIW ry THE MAIERIa MCIFIC•TIENS. (SEE NOTE 5) A" D PIK MIST M ANCMDRED N SEEM •MAI1ER As TU ENSURE FLDY LIME IS wNIMMED BEDDING MATERIAL FOR RIGID PIPE C (SEE NOTE 6) D FOUNDATION IEV BEDDING CLASS DESIGN EI eTIEMVW I a•ss • cuss R ass c a•ss D cuss r e•Nlx ICLASS 0.C. A, DESIGN, A 1/A It • • HERO BEDDING FOR RIGID PIPE IV A. Y ALE[ XDIC o LIMITS [IF PIPE ZONE D I/A LLD 112 DA IA at HERO no C LA no VR 0.0. IA 0.0. 60. — p.. •A 1 V MN U" III Am CIA, .. t WOCR BEDDING MATERIAL FOR FLEXIBLE 7E PIPE (SEE NOTE 1 D PIPE 8E0DG IC FOR SANITARY SEWERS FOUNDATION LEVEL • ® ADOPTED Cm DE IMRIDII 4usi f 1E110E1 DMNNRf! DMN BEDDING FOR FLEXIBLE PIPE z-n-Rl REv1ScD Mans A,S. +, A R LIST am r DATE 17/ ADDED M37E 4 A R 5 rR' DWG. NAME BWIBC SP PAGE'.0077 JJ 9 r 14 H S G' 1 • I f 1 1 F p 1 { i fr R/V Ij I I ----------- CAP 1 EXISTING SANITARY SEVER <RENpvE> --_ _ I EXISTING SIDE SEVER EXISTINGSEVER Sf — STUBUB (REMOVE TO R/V) _ - __- _-_ 6"< 4" REDUCER I f 6" VYE !/e OR 1/16 BEND AS REQUIRED PROPOSED 6" SEVER STUB - MAIN RUN SIZE % 6" TEE ttPICAL STUB CONNECTION FOR SEWER `PROP09Eb SEVER MAIN REPLACEMENT ADOPTED NO SCALE cm rr rextan r OCR) U" D n N rbN 7 LR a1L ,yp/yl W E REVISION --- VPN'� DWC NAME BR33 SP PACE.B079 tl w r Cy wy s � . t I II 1 6 IN. DIAMETER PIPE LENGTH(FT) 0 50 000 150 200 250 300 350 400 450 500 0 0 20 40 59 79 99 119 139 158 950 35 5575 5 170 170 4 170 177 177 n 100 70 90 110 130 150 169 187 186 184 183 182 u �50 106 125 115 165 I85 19$ 193 191 189 187 186 c-^ 141 161 ISO 200 202 199 197 195 193 191 190 a 25) t76 196 214 209 205 202 200 198 196 194 193 0 30n 211 220 215 211 208 205 202 OQ 198 197 195 i 350 227 221 217 213 210 207 205 202 201 199 197 400 227 222 218 214 111 209 206 204 202 001 999 (0 450 227 222 219 215 3 210 208 20E 20 2t 4 202 201 TINE (SECONDS) PROCEDURE- SLOWLY PRESSURIZE THE PIPE TO 4.0 PS.LG ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR . AS REQUIRED. TIME THE DROP FROM 3.5 P.S.LG. TO 2.5 P.S.LG READ THE MAXIMUM ALLOWABLE 6 IN. DIAMETER PIPE TINE IN SECONDS FRUM THE TABLES. LENGTM(F T) 0 50 I00 130 200 250 300 350 400 550 300 0 0 20 40 59 79 99 119 139 158 170 170 gh 50 55 30 95 114 131 154 174 192 190 188 196 n 100 110 130 ISO 169 189 59 210 =7 203 201 198 n 15n 165 185 205 224 233 227 222 217 2N 2t0 208 ,• I 200 220 240 257 248 241 235 230 225 218 215 250 275 271 261 253 247 211 236 232 225 222 c 300 283 273 264 257 251 246 241 237 2A� 230 227 z 350 283 274 267 260 254 249 245 241 237 234 231 400 283 275 269 263 257 252 248 244 241 238 235 450 21 276 270 264 259 255 251 247 241 241 238 TIME (SECONDS) AIR TEST TABLE (LOW PRESSURE) FOR SEWER MANS-SHEET 1 OF Z ADOPTED ITI V Nva rrm DATE JWG NAME' BR07 SP PAGE 8083 I 1 r r t P 4 I 6 IN. DIAMETER PIPE LENGTH(PT) p SD 100 150 200 250 300 350 Opp 450 1 500 0 0 20 40 59 79 99 119 139 158 1 170 1 170 $0 79 99 119 —13-9 204 201 198 100 158 178 198 218 278 246 238 232 227 222 219 I50 238 257 277 2P3 272 263 255 21B 243 238 234 200 317 321 306 291 2B3 275 267 261 255 259 255 2 00 340 325 312 301 291 2B3 276 270 264 259 255 a 300 740 327 316 706 298 290 283 277 272 267 263 i 350 340 329 319 310 302 1 295 1 2891 283 278 274 269 100 310 330 321 3l3 706 300 291 288 283 279 275 450 310 331 323 3l6 309 303 298 292 288 283 279 11 TIMF 6ECONOS) PROCEDURE, SLOWLY PRESSURIZE THE PIPE TO 40 P.SI.G. ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REWIRED TIME THE DROP FROM 35 P.S.LG TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE 6 IN. DIt ETER PIPE TIME IN SECONDS FROM THE TABLES. LENGTH(FT) 0 50 100 150 200 11 250 300 350 400 450 500 u 0 0 20 40 59 79 99 119 139 158 170 170 u 50 124 144 163 183 203 223 1 43 237 231 225 221 n 100 247 267 287 307 1 312 1 298 1 286 276 269 261 255 I50 371 391 371 352 3J6 323 312 302 293 286 279 200 425 /02 383 766 352 310 ]29 333 312 318 298 300 425 409 390 376 363 352 ]12 344 326 318 312 `a 350 425 411 395 383 771 361 ]52 314 336 329 323 i 400 425 411 402 388 378 368 360 352 34-3 338 332 100 425 413 402 392 383 37a 366 359 352 346 340 450 425 411 1 404 395 387 379 371 365 358 352 347 TINE (SECONDS) MR TEST TABLE (.OW PRESSURE) i FOR SEWER MAINS - SHEE' 7 OF 2 1 ADOPTED 4 cm rHrox /1 m.neown rzn..e 11 ixr )7s, 1 A RM_ ov DWG NAME BR07A SP PAGE.F1094 { }A1t g �rrts M" +A I City of Renton - Standard Plans for Road, Bridge, and Municipal Construction �Y bA -r�o SECTION F CURDS, APPROACHES, GUTTERS AND SIDEWALKS AW _— Wuhington Sute Deprtmeut of Tru,�rLtion 1) 1 Aww6cm Public Works Anociation Wuhington Sate Cb pt L_ f, xy f f I. I, SIDEWALK DQI VC WAY DR ALLEY d tyRtry TI¢Mr ��• 't+ryr q4!�,r A EXPANSION JOINTS 7/B" E%PANSOON Q r rby'a'r� r° SEC Nut[ g \. JOINTS 46',y< I 1 SCE NpTE 2 r�Nr Y a SEE NOTE h ALTERNATE 1 / SIDEWALK .. -+-{- WHCN THERE IS A PLANTING CIM L "' COx'LK�ti a .t B AND GUTTER Si41v rxNiuiq SMOVN HOWEVER, SCE DETAIL 'A'. 3/0" EXPANSION CXPANSION JOINT CTHER CURBS MAY JOINTS BE USED (SEE SEE NOTE STANDARD PLANS) SECTION A-A 2 � �E DRIVEWAY DR ALLEY t4er44 Tgr'TLS.t!y;K A SCORE LINE 3/0" EXPANSIONr.. *'W�16 a.. JOINTS ° 4 ryr LL SEC MOTE 2 SEE Np TIC B" DETAIL A A I I �SIDEI ALK APPROACH WITH r ALTERNATE MONOLITHIC CURB VNEN E 5 NOTE,j SIDEVALK IS NEXT TO CURT a- SCE NOTE T DUMMY JCONCRINTS SHALL BE PlACEO LESS AND EXCEED k HALL EXTEND 2-Vr' DEEP l0 vc THEY SHALL CEMENT CONCRETE DR NOT BE 3/16" L Eto 2. I/2" TNRU JpiNi$ $HALL BE P ICKN C/C NOR LESS T 3 CEMENT SMALL BE LACED AT SIDES AND FR i NEWAY t. ALL JOINTS SHALL BE CLEANED CLASS 3000 AIR ENTRAINED (BCHIND f.URB) OF APPROACHOR ALLEY APPROACH 5 INTEGRAL BE HALL NOT BE POUR[D NNTEDGE D. . - 6. SUBGRADE ITHSTANDARDCO SALL a (SEE DERAIL WITH CURB AND GUT7[R, BUT MAY BE POURED I COMPACTION SMALL BE 95% N CRY ADOPTED DDI[IED PRp[iOR aTvLTf YATC }� �Ia I T Y APP ' OWG NAME FRpIN ji SP PACE rOD6 -w'3 •�v't r '_T �I [Ir.r lMww LtM(Ixa (/fR r JpM1� J �<CY CONC C+IIIY Yp(y++[x .'s" \T/WTM�(sWMMY A R r A++f MOM WTKiI� • Y GENERA NOTES _... _.,. ""A".""A"""" U' A NM LESS +NW +Y C/C 111Y Lvlt 1/YCY [VMLpI WiptLLl "I ![ l[SS TXM J/IC M MICxx(55 W SXLLL r(IN[IQO T M10Y M OlE+[11 LMC /fx.Li J(M.+S 1/T +wF)JLNR Swll K eLLC[0.T ALL Cs C A ?S 44 MCCNO Br EMYN[[e YW SYlL KOx( tvtS !VIEW Klft COrK11R[ B .... ., W.ER( TM!SxEYI.LR N+o R RLN:M.CMgT`K CYRM.q 4VN[R. CqD - /T. f c—EAAk ALL-SR.(L K.MAT ri a R.C'S TG R.T.'S.+Mt A, Af K+YRNS 1 W.' 'K-VOIH OE LOdN11 SM t CHOW To TM"KGNtc1Rx A,MAT C/ 0 0/7M'U Y t+�YMMCKTC tl:Y Td1$CCYYYS .. ........ TM[ CdcMT[ SMµt ..A .L 9xppy M1 MM ALL[=,w A, L 7N'T( ffj 1w 91 we co.".110M SMILL As wx ILgp/2o a 'W) i L ! T'A Um .% VTES CSVN.SgM YeTE.k CWx enwm pnr AS R(R KATn PAVEUENT AS KR VLWS �• rMRWr STNADAR)Q+1. cw 514YpN+p C(4 CJMf M!AM)MITT" Us.No LVNC. SECTION A-A SECTION S-B SEE WET }S T Ea ACADIA,mnn[NENT s+.No.Ros T PICA S;DE.WALk DETAIL i. ADOPTED Ell or vAl. I I vT o.Tc I yea q OWG NAME ER-02 SP PACE'F007 I I s or m on cm m (yI + OR 10' BEYOND EDGE OF DAMAGED PAVEMENT A. I� 1 CxIS..x4 ASxHM 0..� Cv CUR1� VCxCM\ MV � I SAVCIIT NOTE. MUST MATCH EXISTING THICKNESS IF GREATER ARTERIAL STREET MINIMUM 3" CLASS 'B' AC R" A IT 6" CRUSHED ROCK 4E CLASS ' STREET MINIMUM 6" CLASS D ROCK � 6" CRUSHED ROCK i Y } CURB h GUTTER REPLACEMENT DETAIL 74 ADOPTED am m or Rexrox J1+nD VNm n� DAM unenl �-- 4ON DWG NAMF FROS Sp PAGE rOOB t E 1 I r i 1 City of Renton - Standard Plans for Road, Bridge, and Municipal Construction II Y 0� ru SECTION H DELINTATORS AND MISCELLANEOUS CONSTRUCTION -- Wahi,,,.Sr. Dga"e f of Truupor o,, A ricm public Work,Au itlion Wahingim Su Chphr i III l i ASPHALT CONCRETE (J' MIN.) 1 REPLACEMENT PATCH TO BE I' THICKER THAN PRENOUSLI fINAI jo"" MUSS EXISTED _ \ - 01 SAW-Cul EXISTING ASPHALT CONCRETE `—A' MIN [HUSHED SURFAC'NF. LOP COUP,[ �_-Ca+7co<_ Yis.Ta.rr fx._ EXISTING ASPHALT CONCRETE OVER PREPARED GRADE (lk A- ASPHALT ASPHALT CONCRETE FINAL JOINT MUST BE SAW- CV( EXISTING ASPHALT- / IE-` I_I/Y MINCONCR CONCRETE L _1 (GREATER THAN L i fi��i% - GRIND EXISTING ASPHALT TOP ICOU SEN. SHFD SURFACING—l' �iCH.N_ �N/Jy M/S EXISTING ASPHALT CONCRETE OVER PREPARED GRADE ( OFFSET JOINT ) T SEE SECTIONS 2-I8 AND 2-09 FOR FATCHING AND BACKFILLING SPECIFICATIONS Asphalt Pavement Patching Di.tPilS 2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED MEN TEMPORARY ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER 1 ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WTHIN p� ROAWAY ARE A SAW LYCUTS ON COEEKS OF ONCRETE PAVEMENTS SHALMPLETION OF RK "THIN EEMADE DNO MORE THAN ONE-HALF THE DEPTH OF THE EXISTING SLAB. kDOPTED A CITY OF RENTON !R F STANDARD PLANS A LST DATE:1 Fe"9 i DWO NAME: BR�05 SP PAGE:M002 Y 1� IrYF:F Xs' - I t� y � 'Y er•-S I i i I uwlu••••�wIM tr.O;N• IN w'\•\N'N.r•a\a "iC. NNN 1N1•u••tnNl ...r.r.<rrr• t[NN • • \ ll i tt•t. tlr•nN•LM11 I• 1.[•Irl 1•rt•ut<M•IY••NNN - t it I"ALL K Q•lt P CLASS C, Nr:Vu rs srcmm t�' •�•NI•Nw11Y•IOT M tMtl.wl•pN•It Ilrt•IN•rtN Nrl • e•N IIINII• ;WN•1.1•tN•4[•Ir\\ • L WttN.t••N tgNIN •\MN ttY INN NN�INN •a r 1 t••r 1 • \1,•.t•r<•\ M• ...Mnit p 1rM ••uu n•r• I••INN 1••r• •[N•r r•••1 t[NI•u.uru\• •�YYN pMt•1 I',."AS.....pll - ♦ kY �•Nw•• ••q r\ W1•t •• N Mtt�[��•IiM I rirMVyy N•1 N utN IWN•It f11N•K•fMn�f� .4 NNtfltp •"�•'- rl" urrNlt ir.. 1.. •.. pips•INY•1NN11 tIu\•- •t r•••�1 • pN•t Iw•111 I•NN•f- ♦••r •r I•rr• r • r . . r•• II• NIN\•Nt•IuttINN Mp t•i-.t NIu••itNurl IN•NN N\NI t'• !r l� .1•rtirN t•\I wuni �r inn IWufu inNt wvru N PAVEMENT Po1CH NG wwtne•.•Y trN w/L � mS MI SSANDAM MN N-n ADOPTED CITY OF RENTON • . FrA"ARD MANS � '.ST DATE:I9Stp-83 Ia SP PAGE!11033 to 4 {{ a; it".s?,a•.. j4 � T City of Renton - Standard Plans for Road, Bridge, and Municipal Construction ♦ 0'. O .Jt SF,CTION K TRAFFIC CONTROL PLANS i 'eA Wuhingtoo Stan DM&O.rarn of h�n�[rtutiou 1 I i Ammon Public Works Assochtion Ww. _:oo Shte Chapter Vn aMI an m no cssm as i I W.n n..yb M M p.N..to rw Ib.r MM. l iiynl s Ir.bp.' �� ;wM.wn v Y rb4Y trpn w fD16TNCTl ma's l.uin,>.Iwo...vr b vw er Mb Ir11S C. W W, .we a....b.v.aw•..1..7 x..w 41pc. Fpn M�w b w/.I lws aM x 1.9 apHq l Y wa.a.arr b 0.vW. to mp YMflc. �y sy..aawa.Y x.w.br ww + 40 .Yyti .OIY INI 40t 4i .•. M . I j ONE u RAD I AHEAD } WX ' I n . . AUU ppW\ CO151TAKf101 a rpm ucb u[ui 1 _ _ r FOQI LTIS A� Cl TRAFFIC CONTROL PLAN M.• v ADOPTED or1lIfiGE. T.\rlw/Me4. .W .4—� .n' {l, RFN N r .-s.w ....r sn x....rr..Y.w•.�.r.�,aan1 • �, Iw Ial.Apr 24 1992 rota wo.e.um p va.. .e,l.a xtw ea.Iw-lai. n�-......p.. '•'w. SP PAGE K()01 ae .b xp,y Y we.:e.a. .Tn I•v..•l .. .I.o ..K-02 U EMIL NOTES G 110`In A•} X.ou9iYY tral(la eMn110 d,Wc.. re lh •eVP.a CLOSFO a. .....a for rN aur.;len e9 tN w.a�. ..,. .poll. • • `hY•H. •rn.q nano Ore. ..Wtc,.new e. uua ro .9r• eaccle.e•. .[ rY.nl e. nuwe. (Si W W' P.iw ilggh[v. .lgya y In.1y.a ee NG.HIv• rncauanou. a•.a.r nw.., w-tw 512 •`�_ NOXO '�'' CLOSEO VY p..la v.ii�sH f0/t5 V.IN qEO• • • OM IM .e,,,.F tep. N \\ OET" W-6 can iry i[ Hill yr ��MN Y.FhY. • � Kii Yl-. t[c(q SI2 .- O[iCl.l lI 0[J�IIX Y.-[ W- X ��Y KSl Y)d - HTI Y)•} � •I �Kq w-Xd L.__ 512 oo, .rv-r � � OEfdA I AWAD TRWM CONTROL PLAN w to 512 V I A00PIYp • I • CLOSEDNW uaml.nl Pbn. - W Im.c 0,11mirl ... +'• . N 1M 1•RN[^I~.�bµMN Yw N SP PAGE KE102 1 IYOKn wq<nnon . .oaa.av clnwl pore.n o.rp. anln. out _MYnp, n YMy- K J14 w ki _J f " 1. f F SKI', I .wate� ...�..//�� ••aate�1� �•.••r��FF �R •� .�.�� �y �a 3M 3i•J •Z'•''. 7.•/ ® J i \�+..r MR WrE RiY 1 i UWRF I IFS 11 '. SIP ... I � � pafy.r« iCr •,«.I«er reoe.oY .'A r.. e . oa.nxq rNrp nPr.aNY Q Mp.wer p.vue • ca 1 1y '�MC.M �.M .I.Wr pedle ml. YV.C. . r � pp CYpro. ilwan'PY kMY V.d e.W« Mr�ar• Q M.ac.lr.ew.e.:P a..a..P..wo P p>op..wr•n..e.a. 1 , q .t sr.aeY pv.uq.e.rea U .01.MK uuttoi.rb l p.v..0 .e +lark eMrrnllYMp}rkw e.NP. e.•..O.G. Rp.r.aerlw> «.N.s.b VM« I.Y Mrw'w lvn � MpM IRI-SI/al p.Y.K 011yr p! M 11/T.vNMao.w. l paa p. Yp.11h1« bplc.rope.q ylpw.n. F' • ona w•wor f t.rw.. yM V.I }fOr A®IENOCC Ut(d TRAFFIC CONTRC. PLAN .t O ADOPTED R•R CN.M[L6ML pF'MFS CIIY Oi RFMON irR s l.a.C.OF ' • � 4am1aN flan � .-:..n .ewa.-.w Pa w..11.ra.e MIw. w rws Apr 24 1992 cr• Z ryple•wPee.IP er..prra pe....wra..« .o-IP. s . Uw•.uw..lrup s...pr.11. $P PAGE K003 IxP.e> .Ir. .M•..M..e.•.pY la cawp sa a omp.. . K-04 e.rr.l. i.ererie.a _ �J ,r -an so an INNIS M me m f 1 "RI'" CONSTRICTION LEFT L#A ..t H. ter,.�.r,w•.•rN1 r 11Kb° I I awl . I.w........ ._..Y. <q j y GGG"'..aii ..Frr..L..✓11...Y!w Y M,rY ENO .. .«gY"Iot.N.rl w.+° r,♦m♦°.w. CONSTRUCTION �� ' n••r,r...r w«r•.,,F.• w. -ial T r.rr r.l.r,..rrrr r • • • .wN w°•.r wmo°• � • E Cti ww w W...M.I•,.wI M • f O W YM..r.r RMI Y YIY. • • ..«..r 4w«I.« . I ——).•.. r•rw M. t ° .. •.w r.» r r•• Cto 2 CONSTRUCT ION^\ I•• t•♦ _„ —_w.r)nn,ncm new vt. L• ♦ Till 3 — • s r ,r ,r .r ro ae t— —_ IXAI I lvtu, FON IOCdAI � I � • I ♦ "� AO�NCtl Us6= EasiRUE)Ia $ NrtAo TRAFFIC CdRRCL PLAN wxo -1 ADOPPF.D + •.. OwNFLIlMG OENK(5 o cm OF NEWON �.. O U:1 m YMgNCS Mr Y,i , SH�.rd PWa aA S(gl[Ni1K MIIOw SKN� bC.° ,1 -1 an°L.rgl�e — 4'2 '" ) .Fo,l w ,. w e AlN F,h, W InmApr 24 1992 SP PAGE K004 K-05 .K;•. e..a.nu Len.r .ewm..w. ,,....- i _ —J �h t .� a� •:e S S 3 5 ' yy ae. i '.Y. frVaN»Vewiwirx•a NAVwV. T i I 77n •�w ^9 ..mow wit T ^�' ' ai r I - LS4 C at.tK M01(S MBA«t•1���wYr'r wY y~ CONSIW2TIOIf • ♦ • • A�w\a N r«wuN.�.... a AIEAO •�'t• LEFT LANE ""••« wwrrV.t«•rr. 4 CLOSED • •••.nV r r w.wrr 4 ANEAO C.wW. NI L � • CdL51NUCTION C20 2 .y++fMw.4 rr ♦ I ._ lIp W � ♦♦ •• . • y I yyy WY YM My \ •�' fvsw fAr• • n uu AZ �••• ••• t/]W Y •MP l .ur ra. I t �Ix�lVU1 • x cw-: CM rs r fa )» w s» f» CONSIi, TION •♦ I ♦♦ L �� ra-)at , 1 111WT LANE O .°xm• ROAD EAD FOR NCCT�8E • I ♦ • I • 1 COISTRU IOl TIC CONTROL PLAN AHEAL .�. awralmlo aNcn ADOPIPD •}1 aal[NTVI IMOr !OI 'I•.f Nw.Al.l rwrl»wrp t A Apr wa •y, A..r..w\.rww..•*r.ri. �, - Iw Oxe Apr 24 1992 rrr .• w rn.w+r�•wN.r.««••A.N art swe. w n r«e •.q SP PAGE KOOS . 1• Lti .11.r..r.rrM.u•e•r.lM.MM•us.lo.wa.. ,,.�.....]�_. •- ..-,..a,� __<: . �..,* �� w..NU N -!Ib •io t Qr[aM. WYES G)o] ROADiM nulnun .pec.y Nlw.n ebwNZYq Rlar LAME N.c..n e I�q.r.npM N Nwn..xei END CONSTRUCTIONCLOSED 1«Ile ur«.b wt.a.ne.b.A CONSTRUCTION , AHEAD Al1CA0 y«Fo NIN«erm.ni.yy e..k..i+.. wael.4elM.neYM] Ikw.W YeM.la w:^ „CMv.bYN.IN MM.. roe, twcll L(wm lu N r[c1 e! •o ss! x]M .!M ! sm 1 .e1 Mn MeM rr!! IRI !W Ulan MI.rkY 2w, • Mules «bkN I j .• — • _ FOR LOCAL AGENCY UtE j TRAFFIC CONTROL PLR: rFCLw ADOPTED cllY nF MFNroN IR•�• PIYOI[utll.RVIC[! C Apt 24 1992 SP PAGE K006 e«I` jr]wi°.on.Nl°n oa]w,.e«-a uen er.naowm;a-.n! o.re Brea n rwl° :..K-07 i ,r t Wall r • • ' • rMM twn"Kim 0.1E mil ---I--- + - •Ix » so••liss tip I.nM•a „ ,3 ffMr51RUCT1 ' m u• m, tr• .w sa• »• I I II "RIVAL WIXT tM nwww y..yr Mlwwn•1••^.t.�M I I I .....F.1.1«.eY.I w..YIY Y,l• •eY I. M•1 w in..YY.n w.... Y..s•w:...w. •IMNM.MM•,TIt«IO/Y IN,.M!B. .*....�.•.WIM F M N-pl I ORR � ••• CMM.S rv0 lN+f luw xYKo II I ttOSC� • •:o SIR, low YC[Nna N.•. s a r r e�o�aecn eest� TRAr i I � ♦ ♦ ♦ �txfsD ✓C CON, ADAD PLAN • I ()PIF,U ��w.�� ffll'111'NI'NIY)N NmJ.vd IYni. • Lv Une 111/rN/91 t,Wr e••te•tl•n .CI•.F•e1JlpN Ien.. er• n.•U-len• ••. .'...:`r"'""' SP PAGE.K007 M•N••.. . K{W �4 � e ry�V yw n r tr � 44 4 y �# Z ^� IS n•'f 4 ' Y I 11 1 f I °vraLa WITS Tgktl 4rrlNbn'fiNna cxrotl M.n..»y«e.Yq san 10 rWl rxq. •WIM r«�«r M....MMM rx Cs»r..Wtlp[MI Tyi wY tlN tlM wj l MxxiM•«Me«. • I Tlx n«w«n ,r.W.WwM Nwx6x! Y • s.aro eN N+xm w.k....N b MMM tMne MW«] blw M ` I �• EXIT mrNIwWWu • A I M .r W GwbraWn✓.�EXIT `�...N URI It M Tom I«... ., �► .I M.lslS.«......... I } • fba/!WKp writ'lPb ITYRC C.WTWI M M NM•M M\<.snWN'1 Mie« rrii I N tlNl x ixeh.. } �• rr WIIIY INKR L[xGTM ILI x MT 04* a- n! •o !.s uo !w wo ao I� w t b .. lIQI LANE • • • 1 LAINE CUM wt°e I I w• °°'^• POW LOCAL .-SIR' 1 [aa:aaN:d use wm tanr N AKrld TRAFFIC CONTROL PLAN i l tasrluna �-- � wTm r!°-1 •rW R»i ® ADOPTED '. CRY IV•EN°ON L ! � SbM,ld Pbr. W I Apr 24 1992 •.• OWM61alp C(N°tl tlH x Mwr.WM •a• saawlw llrlo+ sal «..ww cN sM ti .«LMibx. u..-.« - $P PAGE K008 'r" au IM«I.a ul< Rtxfld o.K-09 I 4µtl e r _ J F _ e •' s.a r ®� � �.S �� ..'^.ra �.w �� .�+� r� !� ,.:,.� �'..� rwrti •!+� ass �..�{� I .xrl soa .o•n / END w i I COKTRUCIIa neJ ww.w+..r«1 r.rw LCrr r•.ux...•.wIPI.R♦salmi TRDs.o ..»» ..».. ... . YEIO ••~•�•• /3.,_11.1 /1 N•ttgl •pyl i RJ_I1 J w.yr..1»P.M.rw r•�w � • • I ....r..+lr n.�r.»rr.. • QrY1RIKTla YESD •w.Rw»...�.�r w•.r..rr. me J ENO 1••....n s3w,,iU..3[. CCMSTMICTIQI ♦ � � � �� � � � -. ♦ • rw r.1� END a a a w » 3+ r .n .•a »3 r» »o foO m V w sa »a sa as Sa w sa v x» Sa Sw wR Sa [ — CONSiRI1C1ItN eJ0'J ptp } } m.a w sari Cafela ��. I 1• L—RIGNI LYE / I I IWT 3 wa w Sw+ •10 1 —Tto Rlal p rul eJ•J COIKTRUCf ION � � �• �•• RSJ ®� .AL TRAFFIC C�NTROI PL O MI rn sTRucna •a tn.»43sve or+lm • • • • INf3O AUOP[PD irw ••JIRc3R[ CrTY OF REMbN ' qp YeerN,M JMRR •xe-1 $wI.WYPLRM �—. oamxarMo ss.IRvi3 w. rw».r� - r.x ua•Apr 24 1992 I tM I,M 1 .0-..1.,w1.Y r.•Ir M »••.�••� - �P PAGE K009 xr.s».»».. .«..».....Swr...33n r.w•wr•e... Ie.nl« �wc'el •.K-10 J A b . •� '� � � w s e� rw >• I� o � �1 we f w rr � � M 4 Ir rw.Yb w.rwr rasrmcria ,I I EN) wr+..-«...w..... ... aNE1U • C014TBOOTION •[o->! rr..n`.rr•.•.r a x..w I � .=o•r IOAD rm�ww«... rwrrr. c=oa END I CDRSIAU[1Id w'*r r..•• .rr• CON$i NIICi ION rw»rrr w•P.r..wr[».•+M • MEp +.w�r•r.wr•+r wr r R�-r • r••P•1PPP traar•,w rrtr I 1 �� teu ENp cm= )" q w »> aq q w ••• 1 C.__a._.. 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Pf1J' \ � Y alfrF.Ne�INYn rMeN MiY Y \ InN+ff w w w:N1 MYr wf.w \ �Ir.F rww.r wNaw w �A 1 \ FOn LOCAL r i AGKNCC' USE TRAFFIC CONTROL PLAN •.• cNwMct�xNc av�c[s � \ � c� r.x. R�a.RCRDi cDRcatrc efnRl[R CADOPTED V W 5[OLCYi1K alal0. vor CfiY OFFU gFMIC1N ,,� 4fMRid%ana IWNDY[D COMCIIE roMMEX -N.Q LNNiyf a.�r1 .M tw rRtfruDNr r yN .--J e e N cw'YYI R..CNN•Nw..+�..flf.1+P� -N �uN[APf 24 1992 SP PAGE K011 r]p.N weer«-ro. fv e.we�eea.w .'�. es •Na..>.Mesa. -efn eveiw a. fr..o • K-12 J a �o E V i < � 1 71 ^`71 w+, wl �� Nan• _� i'w + `on 47" IND m 0 I I No0-T ROAD • • • END 1'r •tlrW ptly: rww•Y r••5•uNtla Ri N r55r MIN fwN I•MI CDNSiRUCT ION I I CONSTRUCTION clog ••'tlrN. was W bYf to le » e a b sa » AHEAD .v.]s x • M. Of <0 f0l Iftl •b 1M >b I I ���� Mrw•�i•iMnkx H/15 W I �tl f i !» ]tl10 f 0 w0 W fb M.wNr� NI7 Mr ly.N«7 4rt«w•1�w/•«II w•rry y I l rp •Iwl x W Yw.M•�Y«rlww MMtiv[ll`NO 1.•'rr�•~'^'.w.vl••i•�.w+w�w..Wns ••• OIMC[5 Yr M WITERATEO NMNWS Ir•. ro1N1 rw7.lw •w«r r«.Ae wnr CONCR[I[ OMrr(p '•�•'w'•'ww✓W rr�tl'w r+w N r M•r«N n rrr•«wwlkp f GOO 5[OL[NIUC MtlOY 51CN M wr err•.. w�M rwtl......• F Y MMIOKO OONCIISTC OMTKII fir i. IND Tq[ATKNT Iw•aWt 5•wr••M«•«.••x y.y.rrwN i roM xr�..•.I...�w••wrw I ` Cwrrl•Mrw Iw•.Nw. tl W N l �werrl�Nw+MrwMNN www Ny I � Mry wy YwM«•r wwwN rRi•x C}0.1 Iy .. wH 4��•w�. 1�l i+w•wl�rnN 1 END I } w..tw rt..wr••rR Ww•wx. 1 CDNSTRUCTIDN f ,.T,l� I � LM N••N wMtl Mb ITYI(C. I � WIY««W « x ter• M.rr1.. \ N rlMl rNN t. ICHT LANE lIIE!a'lere • I • • I ♦ .___.. aHE ADD TRM71C OCUTROL PI AN •I -20 S.YI ROAD AI)OPTFD 1111Y 01 RI`NI ON CONSTRUCTION ®R - N+NLN%nn T•MSN wtl4N4n wW�' •wrM Y••M tl wYt sN AHEAD — IN IJne ill IN/91 c.N•t��IYrrr,ywv�� / wmi ooT _ ___«y,T_or—�• - w����,r.,y o� $P PAGE K012 • N 15 r ,reneerr[rErrr .-.arnrss.aRinw[I• 9 [w+Y MY th«A.Yu1m1 rr i O _-- I �M.�S M.wp MYYYIYYY.Y.YYr .. JsYNY «lam«R�tw[NEO.lm, gyyy 1f � sw..n-a•Rr nl.«Naw[N.r.r.a -,rll � �--IY• Y llll-.'L••M 1r•IIY OYi�y[M•.y. Y1-pull rr Nu4f rsr J[n IUh[Mra•.rYrap_ 1 Hsi OETOVRY.[ NrEr[[.Yf,'arS aY,Y•Pm ` „YnOno ND .II-: El=.e M1w Y1«.W M..Ws..r e.Yq• rM[.Y w-NRlrl..r YM r[wr. I.- � � [«1,arYfrNrlrf[«.Nrl,wwaYY- JAI wto-: [scow van �'..w.•�....� ,. wt0-z w:o.a I W wE .n Y.-,dl W O NiOq 1.1 [n2 �O W-fl l rl-Y ' q u o DETOUR IN IN _► Y.-pnl e ae do YROUO INS, L 5 48 d � 3 nrruL orLrunoR-ottoull apxpa fop STREET roY[T.uCTIOY PROJECT IN . STREET alllo. TRAFFIC CONTROL PLAN LEOENO r® rram[ARRruoe ® ADOPTED CITY OF RENTON • aANOARo nws . LST DATE:174ul-81 SP PA;E:X013 L I SIDE UL\ CEWMLAL NOTES EZ.100 SNxI CMUn\t �� 'JM OTHER SY.M%AN1 SIDE aLIRA..'A hvM1 vn Sr.ivM I ��Me4iw\Swndr.�rr S IDFe45 •� CI OSED C•5 .ORS I Flo AREA S I j •• SIXWK I 1 CLOSED USE OTU[n Y SN\n SIDE � I � I I �cua d®cAL E PEOESTRUW TRAFFIC CONTRA PLAN .� ••• cN\I.nOc xvrc[s EIIYOr PENf1')N SbM\N PI\m 7 )�ewN..r:m r.. m.m.N�.. .ar.... p.a..�..,,�.aa.er o.•.n ""\Nnw.\w.«n.—ww+n.. a. Isr Dnc Apr 24 1992 SP PAGF.K014 '. --- .:K-15 � J si N ,4� ar.a .ons xar wew i yam - � a DO m r.atc. •"••"""'+ ,•,� •�•�•»•• `i iRK .ao tpoSt@o[npN ,q(rp NOT W16Tptitr T I PASS I(,T,u[S .,... .mo- 1 .r.w r.r.•.s a.r ND RM < V ymm W i LESTRK rntSrnlClo� [NUC • s s.na" . �. WRICI [OOQONws RSTRPE SfNPf � wltrr .Cxo-. .n1.15 w,a-r �bkw lLM w ,fp: . wxr.n W�0 i PIOTCA 11AK co. AKAD JL oil - o� br ,00-a wo- Oot LRDAD \ pp lIIE lME . 0.0 ,YE�O appp �EIO W LOCAL MOT CM Cer[[aM es[..v T.rrC: YO-• rx-'• AOEIACY UllSlE M w•n .mrrC TRAFFIC CONTROL. PLAN rrr c•w,[.i,rK o[vK[f .— ryCCA cDOPTED o[ N wK•.trIKM[ i..b, r•r«e.i.... • Y Sa.q.rd Maro a ...ia- Ms....., ronou.n o� .oe..r e�•i ergo�•sr.en.�-s.�s.q.sr. ry Lw ore Apr 24 1992 . K-16 SP PAGE K015 i r, I h J j , IN law a 1 h f ul yr. . • s e: Ts �■�m oe ■■■■mho■ Sir ME CLOSED of ft . , of f U c, q4nda�Plan, SP PAGE KO 16 '1. a t OEWRAL ROES ••.sx w<tM NrW w�..y•NN w r�r•u•r+..•h•Y w.rr.n �. � ••••M•Nwrw MrrYy Mr.•r . • b•wM Mh MW M 1 1Ynw w• vw(•wt .• — T � rrYY 1N(•IpKM 41w IIII ..� • •� � • �+ ro w m »a�'•n n• •n 1 R m rq x•a aw 1•0 •m ••e •n w,ne.N+ea 7 ROAD wr ar•r•r.4_ WORK SHOULDER • wt. •a»rw 1oa MEAD WORK �"•" .'r11 rrr ra+ 1 3 II dd®�fYCY USE I TWFIC CCNTRM PLAN Y • r • CMM+ELQMO OEviCES ADOPTED ' CnN OF REMON i • � 5,•M•rd R•ro ,..,-w .,,•„ey,,]„ a,• _ F, ur n•r<Apr 24 1992 'y.N boJ,t. - Nwe•r..+a e•vea� N.•n a�r�n �� �"!T��� Sf'PAGE K017 ' .m mw, nc,oaannrnt en b•<N•0 biv. c•rt . K-IH n r+R y 1 1 Y F l �� i IMI m s M! 11s1 t .Mww }„35 un„ BVnwf Dlhrlf ��� h --- --- 4. L z x AREA r Buffer vehicle with flashers ROAD SHOULDER WORK AHEAD CLOSED W21 - a W20 301 E�QL ��� TRAFFIC CONTROL PLAN ADOPM =V OF RENrON ...w s ameaw Tvpical Application - Shoulder worA on Rural V*-in''�r V^mow.".�'�. '� - .e LmDue Apr 241992 .� Rbaas,Wain, Streets with no encroachment 19 SP PAGE Ko18 e K- i i 1 I -P �' � w w � � s � � s � s a■ �+ � � � r � � i � i i _ � �_ i tM w�pFan ••wM hl.w.sw•nwhy — � � � � Mkaa F.IM rl.nla h••.N.!/ ` •Iwl 4•Y d.w q w48.an waA Mwwn tlwaW ltY.•rrsw wh . �. W/aM bNrF MrM M x 1M.Ih T.Mga Wbm qan le akw 6Frbr6wya , r«.cb..a�f • • • • • • • � /��7/T.I�IE'/.ice • • I pryp ENO [OKiRU[Ild [CONSTRUCTION 1 41E1C <xo x wT xa .» -1 Gayr•aa.Iar.vl o TRAFFIC CONTROL PLAN •. c.rwrnvx cnaf ® ADOPTED ! Cr1Y OF RtNfON 4•nEaN Plam .- Wnra Fir u Do,Apr 24 1992 +•war gNsaue. .n.ha✓e.rw..ar �••ni u:'��"••w^•a m r•`� $P FAGS K019 •:K-20 j i r- T M rY _ 1 Y al••r ions yyy� • • .e.:M: +�airWw I� MM Nlalw WwW1A N.Iw,irN • • 1,1F'.N„r�b,INe yyyt N 1 IiN,M, UM I•Ihr..lrtlh bnbM M b eMN I f /--4 I' \\ LONE NARROWS LND i j�, CONSTRIICTI rl.wterebl CONSTRUCTION i, AFIE/0 sWlaar. o:o x L [Azoom"m CLY CQ0 m I TRAFFIC CONTROL PLAN A ADOPM FF PENNON •• C�4riLQMC JEVCFS _-- � p,M,N Plaru : IAl DwApr 24 1992 SP PA ..a... .r .........,,...,.a 1,.. Wt ave,w n ,w•e ♦.K-21 GE K020 i I _ '7 0 1y r. ..J J "1 All SPECIAL PROVISIONS i J J r r 'r 9-08.2 Products �. 948.2(1) Coating System Specification 1 �. The following coating system specifications shall be used for coating(sealing)all interior concrete surfaces of manholes. Color: R'hrte 4 Coatings: Primer: One coal of W riser MC-Conseal high solids urethane(2.0 DFT) 40 Finish: Two or more coats of Wasser MC-Conseal(min. 4.0 DFT) Surface Preparation in accordance with SSPC SP-7 �f (Sweep or brush off blast) 1 Application Slwn. /Field The drying time between coats shall not exceed 24 hour,many case System Thiclmcss: 6.0 mils dry film 1 i� i r r ar.b¢M Sie.ni rm..wiu. P¢¢e t I . i 1 J 1 CONTROLLED DENSITY FILL C.D.F. shall be used in lieu of"Gravel Borrow' pr"Gravel Backfill"as directed by the Engineer or shown on the drawing,where consolidated,non-settling backfill is required to prevent settlement. C.D.F can be proportioned to be flowable.non-segregating,or excavatable by hand or machine Desired flowability shaf be achieved with the following guidelines. Low Flowability below 5 inch slumo Normal Flowability, 6-8 inch slump High Flowability 8 inch slump or greater - - '� The flowable C D.F shall be brought up uniformly to the elevation shown on the plans C D.F shall be placed by any reasonable n eans into the area to be filled ' �• The Contractor may. as an option, adjust the water content to obtain a 0 to 1" maximur:slump mixture which if used will be compacted in AS not to exceed 12 inches. Compaction will be accomplished ` by use of acceptable compaction means Contractor shall provide steel plates to span utility trenches and prevent traffic contact with C.D.F is compacted or haruened to prevent rutting by cor,truction equipment of traf:. C.D.F. patching,mining and placing may be started if weather conditions are favorable,when the ^� temperature is at 34 degrees F and rising. At the time of placement C.D.F.must have a temperature of at least 40 degrees F. Mixing and placing shall stop when temperature is 38 degrees F or less and falling, Eaoh filling stage shall be as continuous an operation as is practicable. C.D.F shall not be placed on frozen ground Trench section to be filled with GD.F shall be contained at either end of trench section by 1 bulkhead or earth fill. The contract price bid for"Controlled Density Fill" shall be included in the lump sum bid for the protect and have full compensation for all labor. equipment, materials and incidental costs necessary to l furnish and place Controlled Density Fill. 9-33 CONTROLLED DENSITY FI-L 9-33.1 Description Controlled Density Fill shall be a mixture of Portland Cement, fly ash, aggregates, water and -.- admixtures which has been batched and mixed in accordance with ASTM C 34 or WSDOT 6-02.3. 9-33.2 Materials 1. Portland Gement ASTM C 150 or AASHTO M 85 or WSDOT9-01 2. Fly Ash Class F or class C 3. Aggregates ASTM C 33 or WSDOT 9-03.14 or WSDOT 9-03.1 4. Water bJSOOT 9-25 5 Admixtures WSDOT 9-23.6 or �. AASHTO M 194 or ASTM C 494 or ASTM C 260 Special Provisions Pa,.e 2 I l r J r ^r I 9-33.3(1) Class:ficatwn of Controlled Density Fill Free-flowing road base slab bate. sub-rooDngs Class B - ^ trench backfills and pipe bedding I e 1 9-33.3(2) Proportioning 1 "tt The table below provides a guideline to Controlled Density Fill Mix. The weights shown are only e d an estimate of the amount to be used per cubic yard o7 C.D.F Actual amounts may vary from those shown as approved by the Engmeer or approved trial mix data or field test results for proper strength. V ►t wolkabJity,consistency and density. + wll CLASS OF C.D.F B 300 J Maximum Compressive strength.Ibs per rid in.(IDs.Isq ftJ (43200 50 Max als.of mixing water per cutI.c ate_ Lbs.of cement per cubic ard.approximate 50 Lbs.of fi 35h per cubic ard,appro ximate 250 ate r cubic yard,approx.(assumed So 3200 LDs.of dry a99re9 per 2.67 t. If air entraining or water reducing admixtu'a is usad for flowability,total water and aggregates may be adjusted for yield ' 2. Coarse aggregate size of 1-1Z mmus assumed Foi tic dable.r excavatable C F., 3/8"minus or sand Is recommended 1 3 Weights may be ad;usted or flowability and pumpability 9-33 Measuring,Mixing,Delivery and Placing Per ASTM C 94 or WSD0l 6-02.3 9-33.5 Testing 1 If IaDoratory foal batches of geld foal data confine weight and strength, no further testing is DeSessary F Y i f, Special Provisions F-ge 3 H:oocs:94-72O:J0H:kx I l = f �J ow ..._ P 164 520 111 P 161 s20 Ise P40mm far Recew for Can Pied Mail CatMnd Mht No InautMCe Covemue grov,EM No Insurance Coverdpb ryovgde y r�r Do not 11ar tol IntQrn:�"anal Ma.l !{�"W;�� Do not u4e for Intetnelgrlbl Md�l IJer geversn ISe�Bever e Sig- 7 — �� q 3 $ O .,. .,.o� Is Mamarr a Oar m t aee "�+rw t P 1Re 5pt 113 P 169 520 114 P 169 520 115 Receipt for r Rucslpt for Receipt or Certified Mail Certified Mail Certified Mail No I.t loan a(uv�oagr rm.�-:• vu n surance Co, v.ovidep Jo not usQ for mtermimne:Ma utled Do not usA fpr IrtHnbLunal Mbil 5 qe ne „n Mee ',Sxe geve�aQ g . a $ a[,.n $ { tTi n a�a�e g n3 n ' a e a W a e 7t 1 � { rw.W .i.ra'm z Iw sed".r the " ,het NL t 2 1. ,emM errrcn • C~ 1.3..M 6 4 verve of I Ir..bwlnp pervrGpe IIOr pn elrtre , •3.wra 6.e n w" ,tM I NW wiN to rNFW IM ..e.1.1 w wu.M.edr•..a.m.e M Iorm w tNt«e OK feel: 'g .M erlenu on IM rwKu o'IM tarrn+o INr« fdb«Irg wrvreee If.an Bare F « p«am vdu nu a 2 ' : mrm lra Or m.m eel • All«Jr Ave Ipnr a IM Ironr of nx rM' on tM eK.•t rpK1 1. Addre+0e0 0 Address4tr'a^a,nxe lormr1. .rrpww.n m rM Addressee's AEMeee LLL �•rrd��- r.M mYO� 1 Eo•s.ot p.nmr. n Pre •W�•W°e°" sl.ewnen O .<a-=1 lN.re<w r...rgn. 2. i�Resn.-teo Delrvery I @ w.�r. Rewrn Reorpl R•O...tw'o mwwwe.a«rm.nrcl.rrr,mw, — •TWAwenlledytrprinwr.o.eon lM enr-x+.V a.wren.m lM a.le Ui £ • 2. O0-11ret"DNirery � rl.fe.,ee. .ohwh poet-ifew_tor feo. • 3^-Perr,r.RKe,or.nlMo.tuwrcm lmuucr.«aa.w,ee.mrMau _-_a u r»rrr.:.a___.._.....____ Loneuk [meet«he fee. p 3. Article Addrened to. 4a. Article Numa«- �. Anicb Addressed to: Win. Article NumWr -— lOTagr P-169-520-114 P-169-520-112 4a. S«.•e Type — Pivetta Bros COnst. �--- 8rad Holt ci en,ice Type King Construction hx C,vRppn -'I^same P 0 Box 1066 ❑pegort«ed '1 hWund 133131% -lith Street East al ceoi.ad COD g NI Kent WA 98035 19 cmfied ❑coo ❑Exprps3 Med Return Recelyt Ipr 1� W A 98}I}0 MerchenQrSe___ ❑Express Mad ❑Berns,Reemit Iw ]. D.I.at Dehyer, l p ]. Dire o•Ds y ISumner $�ne1Ne IAddhe 1 8. Addressee s Addle a 10np f r sled 1 _ -W. 2 INe sM heis psW) Ye 1 5. Signati IAdtlnaeeel 8. Adarfe e..s Aadoe.(Only 8 reueetedIse rn peidl Sp tare(Agent) -—�---- 1 8. S n«ur gent) -- _ _---- PS F. ,Dernote, 1991 euawoaen-oa DOMESTIC RETURN RECEIPT 1 � rkll.r<� d PS Form emGn 1991 .0 as opo.t«p,To..m DOMESTIC I--.ETURN RECEIPT « e s i I also uh m receive the SENDER; I Nee wren to ncarve the +I•m m T lw.eahwner ur.me+ hahi,.,ng eprmce3 Ito, en e.te o •Campl.uiurm 1 w or I for.Od:,orul urv.<es . Crxnmp firm 3 .^n •60 M.rwrrr+o tee.w•.M ^Camr—r.uirre•ro led"..'o r on 1N .•< feepWmg eprvMtl9 11or 8n setts a s •e arm.n n,.ems lop.pdnu m'a nwr+v 0l u ` lee' L • ereZi,e v ism .d.tuna.on iM nmr or rM+IOrm+0 eNl w n 'y t+ r n I .are 10 vea I 1. Addreeeee'3 Address m a rOu feel a > I m n m lrwn 0 m.awu M Nu a u.0 1 . .cn M , N rvrwece.o M<. I 1 u Addressee R Add e re ! dcA1 r.o1 arm I u�w.m wcM rrunrMr 2 - pevtricred Delvery em• p. o �s • • µroe"Remm R.<wpi Reoue...n bn.M m.rpnu • ww Fr P p:Reei on Pw marw•< C b ,m.'t`r' j, i)Reaffirmed DBl YerY E • TM P•ton---r.l abw to wlwrn Pw wticb wu Mrn.nE.,b.M O.w C29.AI e..nether lee' • TM P. A epl«M b m1M an M .,-I;rtl d : C Gear.ra� L-- a e.ewrw c«ror n Poe mote,for fee o — e. An CW N.W r -a 3. Artc�e Addmssed gip: P-169 520 111 _ 3. Art. Addressed to. 4 . Anicb MsnNr — P-169-520-113 ` I .� V 6 d Construction 4p, serya?rPe ._ Merlino Lonst. aE. Sewce Trlae _ 1 2241c - 88th Ave South ❑pep ste ea ' ''^•med I 9125 - 10th Ave South Insured Kent WA 98031 248] E:cprtnlpe COD g! Seattle WA 148108 xc died Ccoe .g I yl ❑E.«n°Mvl ,Pe'"�R"L°'0�1« A«urn R«e r for �j o E......1 filed p ; � -� //1 ] pan d Defv«v Marchand se ]. are of Delivery 1 •� A `�q.���(.['.�LG� 8 -- > I — 1 5. *Zu ddresoe arA fee. A,fee is phd e•fa A regunted oe IOnIY Il repuested S. Sagnetu IAdd,oseel 8. Addressee's Ado drs lOn1y d 1 re n i I erM be ie pa,dl -- F ! °- I ~ 6. 9pmtura IAgentl C 8. S nttum(Agent! '1010/'�^•a✓ pS �Gece w 199 s«-ssx+ty DOMESTIC RETURN =CEIPT P5'.no .DeoemOer 1991 we ppo to is ee DOMESTIC RETURN RECEIPT j i en i mega 21w.dpi,wrui«tutees • Weo wrah to memos the 1 ^e .pemm,aM 3.ood as a e lollawing aprvrces it.,an e.Pe Y v arm. ww rws end.dd.'1.M tM na.rM or 1M.Iwm.o tNt e.re, feet: 1 a AryKP I rM,unmb C le vav • oan to 1,tort.or tM m t] +s Mb4o..K an tM E.[.A.pw 1. Addreee'3 Address y 1 t dMe tut p.lmn r fi 1 . WM."RKwn R•<eMP-•u.K.d"orrtmmdpl.pe Mb.vlM.recY nnur, 2. 0 Reethen,J Dehvery 1 • TM RKu`^Re:ap•vYl+. n tor' bv«b,i ieerewred Ktl it d..p e dµwled _ Cmuk oetmesrar for fee ___ 1 $ 3. A tiele Addressed ro: N. Arkin,Numaer a I Lafalle Backhoe P- 115 18019 SE 1215t St b. Serowe Type Renton WA 98058 C Re«et«ed a inwred a Vicenirtad C eR' Eteens Mail I- R�td"m Receipt fo, 9 l a ]. Deq of Defli",gz t r s 14./ P. Addrsewa'e Aradroe IC1tN!1 red ue°no}r V «M lee a Perdl e / Signsnra IA e I 1 V _ necember 1981 .ucaRu t....ma.c¢ DOMESTIC RETURN RE-OPT Ili it l �3 t+ L g ADDENDUM NO. 1 i1 _ N , '+ - �s A+'�� INVITATION TO SUBMIT BID FOR SANITARY SEWER INSTALLATIONS R� PROJECT LOCATION: Duvall Avenue NE.Monroe Avenue NE and Shattuck P:enue South PROJECT DESCRIPTION: Duvall Averwe NE Install approximately 73 L.F. of 6" PVr sanitary sewer line. two 46" manholes 17 L.F.of 6'PVC sanitary sewer line control density backfill, asphalt patching.pavement markmas Monroe Avenue NE Install approximately 62 LT or 6" PVC sanitary sewer pipe control denscy barkfi!i, asphalt patching Work on Monroe Avenue must be complewd by September 23,1994. Shattuck Avenue So. Install approximatey 23 1 F of 6' PVC sanitary side sewer. City- supplied Romer; sewer saddle, foundation material. control density backfill,asphalt patch ng. See attar, d construction plans for a wmplete description of project. FAYMEN i Payment for the sanitary sewer line installations will be for complete compensation for air labor. materials(except for fittings to he provided by the City of Renton as descr above)and equipment. to complete all work shown on the plans. The work will include, but not mae.d to,construction surveying the excavation and disposal of ursmtable materials, shorng, concrete placement, .* manhole mstallahor., asphalt sawcutting, pipe and fittings, connections to exisbng pipe, ioundation ,r matenal.bedding,backfill.temporary cold mix and asphalt restoration. i j Shoring 5--.— —_ (Per RCVJ) Project Completion (tices not include shoring) Sales Tax at C.2% S_ -- TOW bid'. Bidding Bids must be received by 5-FM or Tussdav 10teIDblifil .19°n for consideration All bidders shall sign the proposal in the s; -e 1 provided below. The Undersigned bidder hereby understands that, if awarded the contract it must start work on the project within five (5) da.s after notice to procee� and complete the work within twenty (20) ' consecutive working drys after starting construclion. Dated at_ this___day of _�11?94 -- — -- Name of Company Signed. —__ -----_. — Title. Address. ------- - Telephone _— _ Fax t City M Renton Busini ss License No. State Contractor's License No. __ } HoOCS:94-694'JDN:ps.kv I. Y t✓ I ,w e. } ADDENDUM NO. 1 CITY OF RENTON SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE - MONROE AVENUE NE - SHATTUCK AVENUE NE September 9, 1994 TO ALL PLAN HOLDERS: You are hereby notified of the following changes, deletions, additions, corrections and clarifications to the plans, specifications and other documents comprisii,g the contract documents for the City of Renton Sanitary Sewer Installations Duvall Avenue NE l Monroe Avenue NE - Shattuck Avenue NE, Page SP-10 SUPPLEMENTAL SPECIFICATION: i 1-05.501 General (Surveying) Revise the following sentence: The Engineer will provide construction stakes and marks.....etc. to read: The Contractor wiA provide construction stakes and mark= .... etc. Page SP-11 SUPFLEMENTAL SPECIFICATIONS: Delete Set on 1-05.5(2),Roadway end Utility Surveys Bids must be received by 5 PN on Tuesday, September 13, 1994. Addendum No. 1 is hereby made a part of the contract documents and its terms and conditions are fully binding on ..he Contract Dor..ment holder. He/She ,hall acknowledge receipt of Adderdom No. 1 by sigrnnq in the space provided below and attaching it to his/he proposal. City of Fenton Received and ack towledge& Issued September 9, 1�)94 Contractor: Bv' Title, Date r DOCa.94-e9<e'.JDH ps ,. ,K •,Jf,4iYk�-<.Ww: •*A.Bb"- •.• '-.+ �..r...'xi d, a.: g $i/a'�r.B.t'rNNw>'k'. r INVITATION TO SUEMIT BID FOR SANITARY SEWER INSTALLATIONS PROJECT LOCATION: Duvall Avenue NE and Shattuck Avenue South PROJECT DESCRIPTION: Duvall A,,enue NE Insta!t apJmklmately 73 L F. of 8" PVC sanitary sewer line, two 48" manholes 17 L F of 6'PVC san'.ary sewer line.control density backfill, asph,:;patching,pavement markings Shattuck Avenue S.. Instal! approximately 23 L.F. of 6' PVC sanitary side sewer. Clty- supphed Romac sewer saddle. foundation matenal control density backfill.asphalt patching. See attached construction plans r a complete description of project PAYMENT: Payment for the sanitary sewer line in,allations will be for complete compensation for all labor, III materlalc(except for fittings to be provided by the Cit,, of Renton as described above)and equipment to complete all work shown on the plans The work will include, but not be limited to, consbucton su.veying, excavation and disposal of unsuitable materials, shoring, concrete placement manhole installation, asphalt sawcultmg pipe and fittings, connections to exishnc pipe, foundation material. dewat 3r'ing,bedding,hackfill,temporary wld mix and aspha't restoration Shoring $ -'— (Per RCW) Project Completion S— --- (duds not include shonng) Sales Tax at 8 2% S ----- Total bid. t— Bidding: Bids must be received by S PEA on Tuesda for J consideration. All bidders shall sign the proposal in the Space 1 provided below. y The Unoarsigned bidder hereby understands that, it awarded the contract it must start work on the project within five (5) days after notice to proceed and complete the work within '�enty (20) consecutive working days after s:,irting construction. Dated at this_day of 1994. Name of Company _—_ ---- --'-- Signed: —_—— Title: Address. — Teleohone —__ Fax City of Rennin Business License NO __------ Stale Contractors License No. ..----- H:b005.94-6a4:JDHyk:kv ir a;. i SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but riot be limited to: Installation of approximately 73 linear feet of 8" sanitary main line, 17 linear feet of 6: sanitary sine sewer, two (2) 48: diameter sanitary sewer manholes, control density fill for trench backfill and asphalt street patching together with all required appurtenances, and complete restoration. Any contractor connected with this projec, shall comply with all Federal, State. County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. A total of jQ working days will be allowed for the completion of this project. The funding of this project will be from City funds. I 7r 1 Lam. I � 4 .YM,MP Y" � C 4• N ' 4, 'L 1 A.,uCIJI''I jl'cj`^yTJJI� � t •.a� i • •n x F4F L �F A� r � # 1 • �. � t1.A I,, Ii cy� Q . lij Q 4 \ � I ���� /V tl•4 '/ 'l ��J� I r • �I ' WWI � 1 RFD \ � - «4- j � f�P •.� .�_. .. __._.. _..,. ..✓arwerw...... . :.. .. ...w.:.._.+rcerRarweua.,..e.....,_._.... - 025960 FORD GRAPHICS IM411 6/20/94 O R I G I N A L ^1`endor Nc (Itx Name. y J OheDte.lIU.Laws of1965 CITY OF RENTON Purchase Order city of Renton Certification i.ma undernpned do hereby cerely uMar D•nalty of DerrvrV. met me meteneU hove been mrMene4 the • nrgered, r the bbor FOR') GRAPHICS Dedarmed e• dewnbed Mreln, erM thet the e0 .i .e a laa, due wM PO BOA _e 566 unend obbpeeon epelnet the Gry of Renton end mel 1 em eumorieed to aemendceta eM: damp SEATT certdy to andLE, WA 98124 A ' PLNG/BLDG/PUB WKS OTILP SYS P15 Linda Ferkingstad Oesa. tlon UML PriU Est.Amount Account Number WO/Pone Amwnt 1 L.S. IN':. 1285 SMALL WORKS PROJECT 172.58 172.58 421 000400 18 596 35 65 045065 45065 5330 172.50 JOP3i HOBSON i I 1 {I � I I t � I AulhOri]¢tl BV _-_ 172.58 1]2.58 Aea—.P.,01.D, •$(Nl hull Ave $ •4mum.W>98'),•IY-, :101 2O 18•Fu 1106,J5'511 _ oP e114 nrez i p� o INVOICE (FTl�APHICS `��g � wR98 PLEASE REMIT TO P O.BOX 3566 SEATTLE 12M,N 3 0 W4 J1J 6-- � WFIllRopir— CITY GF RENTON Bo31E9vo Engineering Dept. M —yT, e CITY OF PENTUN 5 CI'Y OF PENTON UTIL:1"IES SYS:E113 DIV13I0N N UTILITIES SY�`FM '. U'v 1519N L 200 MILL AVENUE SOUTH P 200 MILL AVENUE SOO d T RFNTON, WA 98055 r RENTON, WA ''1H,15i O 0 Y F'h: IrY111H5iE YIN ___ HUBSON P.O. : 83841 Job: *SMALL. WORKS PROJECT 201= DISPOSABLE NEGATIVF: 2011 SILVER. MATTE I/S 2011 SILVER MATTE 1/S 1 ' 1 '-AX36 2030 ADDITIONAL E%POSL rZS 4 2031 SCREEN 1"INT/PHOTO 1 4i 2040 SPECIAL HANDLING/PHOTO t cc. =&) ICE D i IN ) INI _ atc'x�- g5olos SUBTOTAL j,5U SALES,�I.. -', 'I L_ INVOICE TERMS NET 30 DAYS 15X LATE CHARGE PER.AON7'H ON PAS t DUE BALANCES --� REhSE^ME kYWRN CL"..:Y R T~N T 66 MACS N4TNIN 5PAYS OF XUVERY J`T ,y 1MaAWr. •.__-. rayil�YYwcwsu... _....�...,..:,.•.....v...., ,.. .. .____.... - i �RA`�HICS �G tb hw / 07285 ..7 t;V-Y T( RgTICOR :Ildt Jllll�L'VI G WC.P 4)I:,ph'.I�i I'I I! �u; utl i l .los 3w"q Btrtston \ ?00 Nt t t Av4m o South ORDERDATE Renton. h. 9W55 ORDERED BY o I c • ./ DUE DATE Ju�-y,�_ PUR,ORD.! e�65t4 — TIME REOUIREU_ :-- 0,N0N-REIMBURSABLE JOB e_ PHONENO 'Z77-Ca 17`7 ❑ REIMBURSABL` JOBNAME PRINTSTO: ��Ok l oSc...__ 0RIGINALSTO: w DIAZO RIGHT READING I REVERSE READING VACUUM FRAME 1; qNG rwlwanara� IaaA1 aul sae w w°Wa'. PHOTO RMHT READING'.: REVERSE READING —_ � cC _ aY IIuNa�v� w suel ■1el N\` ®0l0IR0ROWe@ 41YIIIeH wl mw IrlNll wR wIe en IID Rrt. IRR XEROX`,. LARGE DOCUMENT COPYING—OVER 11•xt7• MOUNTING �'� a Tao ASIMI TO YI w Ins m10A1a[ �a SMALL DOCUMENT COPYING 81HDEIIV COVERS awerlavae■wsea mowai� _ M:,T W A $aria I-Ei-_ °°� r°Par � Awe FT I SPC-CIALINSTRUCT1ON-S�I'�•✓ At-A- c iD .7 7i�-SLOG E.YA S �. yJiro Myc.� uh RECEIVED BY: __._ yyncHNW ❑CASH ❑D.aa DELIVERY: TRANSMITTALS ATTACHED VIA: I I FORD GRAPHICS FOPS p EE;PftPR665 I J OTHEfl I \1 SEATTLE MAIN•622-5517 PORTLAND MAIN•2275424 BELLEVUE BRANCH•462-0330 TACOMA BRANCH•383-6363 TIGARD BRANCH•620.8868 1 i -y. CITY OF RENTON MEMORANDUM ! DATE: September 1, 1994 ii T0: Gregg Zimmerman OK / j FROM: John Hobson I SUBJECT: Small Works Sanitary Sewer Project; Monroe Avenue NE, Duvall Avenue NE, Shattuck Avenue South Answers to your comments phis is to address your comments on the above-referenced project (a copy of your comments is attachedl. I should have t )lained in my memo that this pro;act is to be done as a phone bid and is under $36,000. We will use our standard contract document for the project which contains all the information requested in your comments. The redline comments that you made on the plans have been incorporated on the mylars. ' Again, we are tryinn to compic:e this project before Transportation has Monroe Avenue NE overlayed (scheduled for late SPptember) so we are in a bit of a rush. H:DOCS:94813:JDH:po ROUTING - REQUEST Pone l J READ To HANDLE Y' ❑ APPROVE �. J'•d -9 9, <� ❑ FORWARD &2 LM-4t ski C RETURN dt ;: j ❑ KEEP OR DISCARD ,V/s yl, 62 , ❑ RQQE//V////IE�`W WItH ME /1n.7�i��i� ��._ DIN F. J I Jam ma"k, 1 Z 'i r. CITY OF RENTON MEMORANDUM DATE: August 16 1994 TO: Gregg Zimmerman q/,/t (:> SUY4 FROM: Dave Ch..stensen4� Y19C� Or /!; 6,e �e -e Staff Contact: John Hobson �.a.. {.,• ` / '" 2 Jf' SUBJECT: Small Works Sanitary Sewer Pr t;Monroe Avenue NE. ^' Duvall Avenue NE, Shattuck Avt. ie S i Attached are the plans, invitation fur Sid and specification for contro. density fill for the above-referenced project. Please rt ,w and comment, and retur the redlines to John. We are trying to let the contract and have the Monroe and Shattuck portion done before Transportatio,, overlays these roads. Transportation's bid opening is Thursday. August 18 but we are coordinating with them to have their contractor do Monro, and Shattuck last. iThe enyH =ers estimate for the project is $31,148. I L cons ; An.cnmam (lryl�vY�n�F�•�ohe�r L'•?f�//S. '�✓�1.sreX.� � lP� yelz c2)C, t7i 11,�e Y I V N'7� �I�''ll$�MuJ MA�O/IR co+'•p� / J —/ tz' 5P D,1,vI rr f ra n l4� M�1e SO�c. lFfa dYt /�AYPY%eKfi ou�ki I Q CITY OF RENTON- di Planning/ElLlding/Public Works Department Lad Clymer,Mayor Gregg Zimmerman E.E.,Administrator September 6, 1994 Brad Holt King COnStr LSLIon 133 i 3%a - 8th Street East Sumner, WA 98390 SUBJECT: INVITATION TO BID' SANITARY SEWER INSTALLATIONS DU'IALL AVENUE NE, MONROE AVENUE NE. SHATTUCK AVENUE NE Enclosed please find the contract specifications and plans for the atove-referenced project. As we discussed by telephone on Tuesday, September 6, the bid must be submitted by Tuesday, September 13, 1994. A bid bond fol this project is ilot required. 1 If you have any questions, please contact me at (2061 277-6179. Sincerely, Jgpfr D. Hobson astewater Utility H'.t1G C5:44-822e:JOH:os Encloaun 200 Mili A Tton.Washington 98055 a ,..ili '} CITY OF RENTON Clymer,Mayor Planning/Building/Public Works Department i _Ead Greyp-Limmemlan rF..,A�ninistrylor September 6, 1994 Ted LaValle laValle Backhoe 18019 SE 121 st Pla-e Renton, WA 9805b SUBJECT: INVITATION TO BID; SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE, MONROE AVENUE NE, SHATTUCK AVENUE NE Enclose-, please find the contrac, specifications and plans for the above-referenced project. As we discus..ed by telerhone on Tuesday, September 6, the bid -oust be Submitted by Tuesday, September 13, 1994. A bid bond for this project is not j required. If ynu have any questions, please contact meat (206) 277-6179. Sincerely, / ,1419 D. Hobson Wastewater Utility H 007S.94_8228 JOH:Ds li Encbwro � 200 Mill Avenue South-Renton,Washington 98055 -> CITY OF RENTON i Planning,Building/Public Works Department Fjd Clymer,Mayor Gregg Zimmer an r.E.,Administrabr I September 6, 1994 Ray "Chip" Graeber V &J Company 22419- 88th Avenue Soutn Ken'. WA 9:031-2i`81 SUBJECT: INVITATION Ti BID:SANITARY SEWER INSTALLATIONS DUVA_L AVENUE NE, f.AONROE AVENUE NE, SHATfUCK AVENUE NE Enclosed please find the contract specifications and plans fur the above-referenced project. As we discussed by telephone on Tuesday, September 6, the bid must be aubmitted by Tuesday, September 13, 1994. A bid bond for this project is not 111 required. 1 If you have any questions, please contact me at (206) 277-6179. Sincere , iJo D. Hobson ast.water I IUI.i i H:U0CS:U 822:JDH:ps Encbsure I 200 Mill Avenue South-Ren:on,Washington 98055 I r 1 I CITY OF RENTON Plammng/Pailding/Pub&Works Departro.a I Ead�•Clyymr.Mayor _ORRE ia'nme^^'n eF. AJministntor I September 6, 1994 Pivetta Bros. Construction P. 0. Box 1066 Kent, WA 98035 SUBJECT: INVITATION TO 610; SANITARY SEWEa INSTALIATIONS DUVALL AVENGE NE. MONROE AVENUE NE, SHATTUCK AVENUE NE Enclosed please find the contract specifications and plans for the above-referenced project. As we discussed by telephone on Tuesday, September 6, the bid must be submitted by Tuesday, September 13, 1994, A bid bond for this project is not required. If you have any questions, please contact me at (206) 277-6179. Sincerely, i John D. Hobson Wastewater UtI ny I �. HAOCS!eA 822aJ3H:ps E�e 200 Mill Avenue South-Renton.Washington 98055 i S-2155 1994 MIS. SEA PRD= - CalSt-r. Contract Doc. 5+ I CITY OF RENTON Planning/Building/Public Works Department Eaa Clymer.Mayor GreU Zimmernyn RE.r Administrator September 6, 1994 Brian Kittleson Gary Merlino Construction Company 9125 - 1 Oth Avenue South Seattle, WA 98108 SUBJECT: INVITATION TO BID; SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE, MONROE AVENUE NE, SHATTUCK AVENUE NE Enclosed please find the contract specifications and plans for the above-referenced project. As we discussed by telephone on Tuesday. Sep!ember 6, the bid must be submitted by Tuesday, September 13, 1994. A bid bond for this project is not required. If you have any questions, please contact me at (206) 277-6179. Sincerely, John D. Hobson WastewateIllty � i OCS:94 822E:JDH:oa Enclosure 200 Mill Avenue South- Renton,Washington 9812155 J 09i:3/94 16:26 GPRY PER IND a 206 235 2541 1,11.4a Nll m ,i f Gary MerGno Construction Company Inc. SAX M DATE:- - 13-- ciq TOTAL PAGES:_—_(�3 ----_---_ rr QMCL MIWG rOV Rmmm TO: C','tv FROM: BRAN KITTLESON ATTN: µ0�S01� FAXFDBY _-- OUR FAX NUMBER: 763-4178 RC-MARKS: o �M �2C Aug NE - SH-AttvG�� 1�a l yAC�S VJ i I l �Jr car I .Jury i We_ Axe .t ]FAIL PAGES INDI.:ATED.1RF.'NOT RECEIVED,PLEASE CALL OUR OFFICE. i 1111 16:26 GARY r9ERLINO 4 206 235 2541 N0.443 P@W,' G ' ADDENDUM NO 1 1 t` CITY OF RENTON SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE - MONROE AVENUE NE - SHATTUCK AVENUE NE September 9. 1994 TO ALL PLAN HOLDERS: You are hereby notified of the following changes, deletions, additions, corrections and clarifications to the plans specifications and other documents comprising the contract documents for the City of Renton Sanitary Sewer installations Duvall Avenue NE Monroe Avenue NE Shattuck Avenue NE. Page SP-10 SUPPLEMENTAL SPECIFICATIONS 1.05.5(11 General ISurveyingl Revise the folbwmg sentence. The Engineer will provide construction stakes and marks, ..etc. to read. The Contractor will provide construction slakes and marks.... etc. Page SP-11 SUPPLEMENTAL SPECIFICATIONS: { Delete Section 1-05.5(2) Roadway and Utility Sur�eys Bids muse tie recenred by 5 PM on Tuesday. September 13. 1994. Addendum No. 1 is hereby made a part of the contract documents and its terms and j conditions are fully binding on the Contract Document holder He/She shall acknowledge receipt of Addendum No. 1 by signing in the space provided below and iattaching if to hislher proposal. �'. City of Renton Rr�n,yfd and aeknOa>,y�yyay. Issued September 9, 1994 Contractor: of, Date H DOGS.9.-694:4.'or } 09/13/94 16:26 GARY MERLINO 4 206 235 2541 NO-443 P003'006 ADDENDUM NO. 1 INVITATION TO SUBMIT BIG FOR SANITARY SEWER INSTALLATIONS PROJECT LOCATION: Lovell Avenue NE Monroe Avenue NE and Shattuck Avenue South PROJECT DESCRIPTION Duva!I Avenue NL Install approximately 73 LF of 8 PVC sanitary sewer line, two 48' manholes 17 L.F.of 6'PVC sanitary sewer line,control density batkfJl asphalt patching,pavement markings. Monroe Avenue NL install aPPDXImately 62 L F of 6" PVC sanary sewer pipe. con Vol density backfill, asphalt patching. Work on Monroe Avenue must be Completed by September 23. 1994. Shattuck Avenue So. Install approximately 23 L F. of 6" PVC sanitary side sewer, City- supplied ROmac sewer saddle foundation material control density I backfill,asphalt patching. r See attached construction plans for a complete descncbon of project. PAYMENT: Payment fo the sanitary sewer fine installations will be for comp!9te coomper.aton for all labor, materials(except for fittings to be Provided by the City of Renton as described above)and equipment. to complete all.vork shown on the plans The work Will include. but not be IiI led to.construction surveying the excavation and disposal of unsuitable materials, shoring, oncrete placement, manhole installation, asphalt s:acuning, Pips and fidnngs. connections to ex:s;ulg pipe, foundation mat al,bedding,backfill.temporary cold mix and atphalt restoration. Shoring s3 -dp (Per RCM Project Completion s N-lv 0,4.25 (does not include shoring) Sales Tax at 8.2% 'total tad s 5H�I. c2, Bidding, Bids must be receved by LFA on TL•esday.September 12 1M for consider,lion An bidders shall sign the proposal in the spate providad bebw The Undersigned bidder nereby understalJs that if awarded the contract it must start work on the prole.+ within five (5) days ahar notice to proceed Ono mmplele the work whin twenty (20) consecutive working days after starting ewsbuction. Dared at SDus-. _this 1�3.._day of 'Xism-6r/< . 1994 Name of CompanyM64olot4ii (LTUw (0' .IJ[. Signed 9 a True _ p Address: 9 Tb IDn. /yvf w( Swdv vDU/�N��rE f,N ""a Telephone. _1 'I61.91l. FOR: �xos)16J-Vt1E City of Renton Business License No.=kil6 State Contactor s License No L-68y r Y4 trsomp/ �.O005:96696.JDn as k. r W 09/13/94 16:26 ;ARV rErb lrm ♦ 206 235 2541 NO.443 P005/006 CITY OF RENTON 9 CoMUW A,Rarvn W GIY{K 41oo fOM1p: I r NecCWlurwn.Anti Trvc,�d Munro..Wy. f Me.Fr.ni ud) NON-COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical peraon who submitted Lhe foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest of on behalf of any person nct therein named, and further, thst the deponent has not directly induced or solicited any other Bidder on the fotegolug work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himsult or to any other person any advantagz over other Bidder or Bidders. 1 AND FATIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognLe that in actual economic practice overcharges resulting from anti-trust violations are in i fact usually bome by the purchaser Therefor, vendor hereby assigns to purchaser any and att claims for such over- charges as to goods and materials purchased in connection With this order or contract, except as to overcharges '. resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract In addition, vendor warrants and represents that such of his supphels and subcontractors shall assign any and all such claims to purchaser,subject to the aforementioned excep,'.:.. AND MINIMUM WAGE At FIDAVR FORM ■ 1, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this prolzct, I will pay r_ch clumfication of laborer, workman, or mechanic employed in the pe,f rmmcc of such work; not less than die prevailing rate of wage or nut less this the minimum rate of wages as specified in the principal contract that I have read the abos.and foregoing statement znd certificate, know the cements thereof and the substance as set forth therein is true to my knowledge and belief. . FOR. NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND C MINIMUM�WACE AFFIDAVIT rj/.N�Tn@y .�[ Z (1/J.ttc A,,e NC y"foNee_[nM I`r eo,SNITN'C A AC Name of Project • GA(LY Mut.i�U Ca.+s,aJcrw-• tc.,,I-Jt� Name of Bidder's Firm Signature of Authorized Representative of Bidder Subscribed and sworn to cfora me on this-LL day of- 1911. Notary Public in and for the State of Washington Residing at namaa Ars Miga : 09/13,94 16:2:. GARY MERLING • 206 235 2541 NC'.443 P004i006 CERTIFICATION OF EQUAL EMPLOYMENT OPPQRTUNITY REPOK Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing rd Required Reports. The bidder &1Y Maau+o 4.t, ter..+ 1o.1 Ploposed subcontractor _- hereby certifies that he has ✓ , has not p . an¢rpate rev d in a proux contract or subcontract subject to the equal opporrumty clause, as required by Eaecucivc Orders 10925, 1,114 or 112a6, and that he has _Z-, has not filed with the Joint Reporting Comminee the Director of the Office of Federal t Contract Compliance, .a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opporrunvy, all reports due under the applicable filing requirements ✓IfRLINO (Company) p d By 1. SEr�,tiGe t7x Iti� _ _ refstoe%' Da (fitly 1=. the above certification is required by the Equal Employment Opportunity Regu ations of the Secretary of Labor (4) CFR 60.1.7 (b) (1). and must be submmed by bidders and proposed subcontractors only in connection with contract, and subcontracts which are subject to the equal Loportuntly clause. Contracts and subcontracts which are exempt from the equal opoonunny cl use are set forth in al CFR 60-IS (Generally only contracts of subcontracts of$10,000 or under are exempt ) '..� ■ Currently, Standard Form 100 (EEO-1) is the only report required by the ExacoUve Orders or their implementing regulations Proposed prime contractors and subcontractors whu have panrcipaled in a previous comraCt of subcontract subject to the Executive Order, and have nor filed the required reports should note ■ mar 41 CFR 60 1,1 (b) 1i) prc,ents the award of contracts and subcontractors unless such contractor submits is repon covering the delinquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance. , . U S. Department of Labor Epp.L t>a:ron J as 09/13/94 16:27 GPRY tERLINO • 206 235 2541 NO.443 PB06iBB6 CITY OF RENTON APROPOSAL, ji TO THE CITY OF RENTON RENTON,WASHINGTON Id Ladies and/or Gentlemen. The undersigned hereby certify that the bidder has examined the site of ve proposed wort and have read and thoroughly understand the plans, Specifiutiors and contract governing the work embraced in this improvement, and the method by which payment will be made for said work.and hereby propose to undertake and complete the wort embraced in this improvement, or as much thereof as can be completed with the money available, in accordance witf the said plans, specifications and ...etch and the following schedule of rates and prices (Note. Unit prices for all items, all extetuions, and total amount of bid should be shown. Show unit t prices both to writi and in figures ygnatut��'3^-. Address giZS r Ave�E. Sr�.7rl.d, i.A 9b'000 Names of Members of Partne101p Id Id d OR d Name of President of Corporation I d Name of Secrotary of Corporation I r Corporation Organized under the laws of �")ASN W U-M .) W.th Main Office in State of Washington at S6ArrlE A.h'mJmn,m�P0.0YSAL pOCrDei d ADDENDUM NO. 1 CITY OF RENTON SANIIARY SEWER INSTALLATIONS DUVALL AVENUE NE - MONROE AVENUE NE - SHATTUCK {1 AVENUE NE [ September 9, 1994 TO ALL PLAN HOLDERS: 1 You are hereby notified of the following changes, deletions, additirns, corrections and j clarifications to the plans, specifications and other documents comprising the contract documents for the City of Renton Sanitary Sewer Installations Duvall Avenue NE -Monroe Avenue NE- Shattuck Avenue NE. Page SP-10 SUPPLEMENTAL SPECIFICATIONS i 1 1-05.501 General 1Surve Y m 91 Revise rye following sentence: The Etgir, will provide construction, stakes and marks.....etc. to read: I The Contractor will provide construction stakes and marks..... etc. I Page SP-11 SUPPLEMENTAL SPECIFICATIONS: l Delete Section 1-05.1... Roalway and Utility Surveys Rids must be rece-ved by E PM on Tuesday, September 13, 1994. Addendum No. 1 is hereby made a part of the contract documents and its terms and conditions are fully binding on the Contract Document holder. He/She shall acknowledge receipt of Addendum No. 1 by signing in the space provided below and attaching it to his1her proposal. City of Renton liaceived and d k --s.—o"lfldp9d: Issueu Seutember 9, 1994 ,C/,GLL�o I Date H:oocs:e4-694a:JDH:as i I c t ADDENDUM NO. 1 INVITATION TO SU9MIT BID FOR SANITARY SEWER INSTALLATIONS PROJECT LOCATION: Duvall Avenue NE,Monroe Avenue NE and Shattuck Avenue South i PROJECT DESCRIPTION: Duvall Avenue NE Install approximately 73 L.F. of 8" PVC sanitary sewer line, two 48" manholes 17 L.F.of 6"PVC sanitary sewer line,control density backfill, asphalt patching,pavement markings k k Monroe Avenue NE Install approximately 62 L.F. of 6" PVC sanitary sewer pipe, control � a-] density backfill, asphalt patching Work on Monroe Avenue must be completed by September 23,1994. Shattuck Avenue So Install approximately 23 L.F. of 6" PVC sanitary side sewer, City- supplied Roma; sewer saddle, foundation material, control density backfill,asphalt Patching See attached construction plans for a complete description of prolcct. PAYMENT: Payment for the sanitary sewer line installations will be for complete compensation for all labor. materials(except for fittings to be provided by the City of Renton as described above)and equipment, to complete all work snow'n on the plans. The work will include. but not be limited to,construction surveying the excavation and disposal of unsuitable materials, 3honng, concrete placement. manhole installation, asphalt sawcutting, pipe and fittings, connections to existing pipe, foundabo- material,bedding,backfill,temporary cold mix and asphaft restoration. j Shoring $ / Oo 1 (Per RCW) Pr lect Completion 6 6 7 0 0 0 e a 1 (does not include shoring) ' Sales Tax at 8.2% $ Jr, 7 Total bid: $ 74 2 B/0 0 Bidding: Bids must be received by S.EM on Tuesday.September 13 _jM for consideration. All bidders shall sign the proposal in the space provided below. The Undersigned bidder hereby understands that, if awarded the contract it must start work on the project within five (5) days after notice to proceed and complete the work within twenty (20) 'S consecutive working days after starting axnstmcbort 2 Dated at„ this 1 �y of / '_ 7,410( , 1994_ Name of Company Signed: —_— Tine: jAddress, Te!ephooe. Fax: City of Penton Business Uoense No. r r ! State Contractors License No. H-..DOcs:94.e94:uDn:ps kv y r t a 1 t' y - i j ADDENDUM NO. 1 INVITATION TO SUBMIT BID tl FOR SANITARY SEWER INSTALLATIONS i PROJECT LOCATION: Duvall Avenue NE,Monrce Avenue NE and Shattuck Avenue South PROJECT DESCRIPTION: Duvall Avenue NE Install approximately 73 L.F. of 8' PVC sanitary sewer fine, two 48" manholes 17 L.F of 5"PVC sanitary sewer line.control density backfill, G• asphalt patching,pavement markings. Monrce Avenue NE Install approximately 62 L F of 6" PVC sanitary sewer pipe, control density backfill, asphalt patching. Work on Monroe Avenue must be completed by September 23,1994. i Shattuck Avenue So. Install approximately 23 L F of 6" PVC sanitary side sewer, City- supplied Romac sewer saddle, foundation material, control density backfill,asphalt patching. See '.lathed construction plans for a complete description of project. PAYMENT: Payment for the sanitary sewer line installations will be for complete compensation for all labor, materials(except for fittings to be provided by the City of Renton as described above)and eywoment lc complete all work shown on the plans The work will include, but not be limited to,construction j sumeyipq the excavation and disposal of unsuitable materials, shoring, concrete placement, manhole installation, asphalt sawcutting, pipe and fittings connections to existing pipe, foundation l material,bedding.backfill,temporary cold mix and Asphalt restoration Shoring $_ i (Pei RC" J Project Ccmpletian $ I (does not include shoring) ' Sales Tax at 8.2% $�S'S.3S i -- Total bid $ 63,ysf- �= _ Bidding Bids must be received by S PM on 7uggQay__Sgptember 1_ 1994 for consideration. All bidders shall sign the proposal in the space provided below. The undersigned bidder hereby understands that, if awarded the contract it must start work on the project within five (5) days after notice to proceed and complete the work within twenty t20) consecutive working days after starting construction. Dated at 5,m—, this i7 rl dayof -$ro>'r b.� .1994. ' '• Name of Company Title'. J' Address. ',i 3i3f ��y+r .S o.A..n.� 41 5339✓ Telephone. ,BOG S3S -7f-i5 ._ Fax: ?ems City of Renton Business License No. rc b State^,ontractoi s License No. K i ni e• C d 1 /3 T 3 H:OOC6.94 694:JOH ps kv Ali- � - 3 ADDENDUM NO. 1 CITY OF RENTON 'r ` } SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE - MONROE AVENUE NE - SHATTUCK AVENUt: NE i September 9, 1994 TO ALL PLAN HOLDERS: You are hereby notified of the fallowing changes, deletions, additions, corrections and clarifications to the plans, specific.tbons and other documents compris619 the contract documents for the City of Renton Sanitary Sewer Installations Duvall Avenue NE - Monroe Avenue NF - Shattuck Avenue NE. Page SP-10 SUPPLEMENTAL SPECIFICATIONS 1-05.5111 General ISurveyingl Revise the following sentence: The Engineer will provide constructioa stakes and marks.....etc. to read: The Contractor will provide construction stakes and marks..... etc. Page SP-11 SUPPLEMENTAL SPECIFICATIONS: Delete Section 1-05.5121 Roadway and Utility Surveys Bids must be received by 5 PM on Tuesday, September 13, 1994. I - a Addendum No. 1 is hereby made a part of the contract documents and its terms and condmons are fully ^coding on th, Contract Document holder. He/She shall acknowledge receipt of Addendum No. 1 by signing in the space provided below and attaching it to his/her proposal. i City df Renton Received and acknuwledoeCL Issued September 9, 1994 Contractor: By Title_ Date N:Docs:94 694a JOWw Ni A- e a _� i RECEIVED str 12 19% ADDENDUM N0. 1 I CITY OF REVTON SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE - MONROE AVENUE NE - SHATTUCK AVENJENE p ! September 9. 1994 iYY 4 i TO ALL PLAN HOLDERS: You are hereby notified of the following changes, deletions, additions, corrections and clarifications to the plans, specifications and other documents comprising the contract documents for the City of Renton Sanitary Sewer Installations Duvall Avenue NE - Monroe Avenue NE Shattuck Avenue NE. ^age SP-10 SUPPLEMENTAL SPECIFICATIONS Y 1-05 5(1) General (Surveying) Revise the following sentence: The Engineer will provide construction stakes and marks.....etc. to read: The Contractor will provide constructioo stakes and marks..... etc. Page SP-11 SUPPLEMENTAL SPECIFICATIONS: Delete Section 1.05.5(2) Roadway and Utility Surveys Bids must be received by 5 PM on Tuesday, Sepiemi 13, 1994. Addendum No. 1 is hereby made a part of the contract documents and its terms and conditions are fully binding on the Contract Document holder. He/She shall acknowledge receipt of Addendum No. 1 by signing in the space provided below and - attaching it to his/her proposal P 1 City of Renton Hgr&tved and acknowledoed i Issued September 9, 1994 Contractor Mark A- , Pita Title. _-Presidcntt_ 9/12/94 Date 1 M.DOC6:90 696e:JpH:ps v t ADDENDUM NO. 1 �! INVITATION 10 SUBMIT BID FOR SANITARY SEWER INSTALLATIONS PROJECT LOCATION: Duvall Avenue NE,Monroe Avenue NE and Shattuck Avenue South t PROJECT DESCRIPTION: I Duvall Avenue NE Install approximately 73 L F of 8" PVC sanitary sewer fine, two 48' manholes 17 L F of 6"PVC sanitary sewer line.control density backfill, asphalt patching,pavement markings i Monroe Avenue NE Install approximately 62 L F of e- PVC sanitary sewer pipe, control density backfill, asphalt patching. Work on Monroe Avenue mutt be completed by September 23, 1994. Shattuck Avenue So Instal applexu lately 23 L F of 6" PVC sanitary side sewer, City- supplied Romac sewer saddle foundation material, control density backfill asphalt patching See attached construction plans for a complete description of project PAYMENT: i Payment for the Wnnary sewer line mslallatidns will be for complete compensation for all labor, materials(except for lilting*t�be provided by the City of Renton as described above)ano equipment, to complete all wo.5 shown on the plans The work will include. but not be limited to,construction surveying the excavation and d,sposal of unsuitable materials, shoring, concrete piace:rMm, manhole installation, asphalt sawcotung. pipe and fittings. connections to existing pipe. foundation material,bedding,backfill,temporary cold mix and asph:9 restoration Shoring S 920•00 (Nine hundred twenty and 00/100) (Per RCW) Project Completbr y 42.474.00 (Forty two thtlnd four hrdrd seventy four 6 00/100) (does not include shaft) -- Sales Tax at82% =_31558.31 (Three thine five hrdrd fifty eight 8 31/100) Total bid $__.461952,31 _tF_>Yt�r_six thsnd nine hndrd fifty two and 31/100) Bidding Bids must be received by IL PM on ItuaGay.9aptambai 11 1924 for consideration All bidders shall sign the proposal in the spice provided balow The Undersigned bidder hereby understands that if awarded Ina contract it nwst start work on the i project within five (5) days after notice to proceed and complete the work within twenty (20) consecutive working days after stalling construction Dated at Kent this_lath day of September_ 1994 Name of Company Pivetta Bros. O R.tr ion, Iris. Signed - / _-- Tee Nark A. Pivetta - President 1 Address 1511 Ogntral Ave. So. Suite D1A 98032 Telephone (206)854-1iS72 _ Fax Kent,�2061859=5690 i City I Renton Business t wense No 8489 +� - State Contractors License No P1VL71B:063B9 n U005.54.694:JDM'.ris.k, 1 i. x J 9 i I CERTIFICATION OF EQUAL EMPLQY,MECfIMPORTUNII'Y REPORT Certification with regard to the Performance of Previous Contracts or Sub-contracts subject to the Equal Opportunity Clause and the filing or Required Reports. I . I7te bidder Oiwtta R�. Oorsstructimz_Inc. proposed subcontractor hereby cenifies that he has R , has not _ ` participated in a previous contract or subcr.uract subject to the equal opportunity clause, es required by Executive Ordcrs 10925, 11,14 or 11246, and that he has _S__, has not _ , filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, A Federal Government contracting or adminrstering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under tl�e applicable . filing requirements. Pivetta i§cs. Cx tmctial, In:. (Com anyi i L 33v Nark A. Pi tta _Septmtx,r 13, 1994 _ President Date'. (Title) e t4QIC The above certification is required by the Fqual Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1). and must be submitted by bidders and proposal + subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause I.e set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt ) Currently, Standard Form IW (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractor who have participated in a pnwious contract or subcontract subject to the Executive Orders and have not filed the required repurts should note that 41 CFR 60-I.I (b) !it prevents the award of contracts and subcontractors unless such I contractor submits a report covering the delinquent period or such other period specified by the Federal flighwayx Administration or by the Director, Office of Federal Contract Compliance, US. Department of Labor. EQUAL NVIAct r 1 I 1 Ian_ J r< Q, Mail llvw�, CITY OF RENTON Cw iL d Amyrh-a cmikNiw fw Naa Color a .AN-1rva.rm Mtn- W W MasFeMN Aid) NON-COLLUSION Ai'FIDAVrr Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing propoW or bid, and i that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not direedy induced or solicited toy other Bidder on the foregoing work or equipment to put In a sham bid,or any other person or corporation to refrain from bidding, and pia! deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage ever other Bidder or 1 Bidders AND CERTIFICATION RE: ASSIGNMENT OF �o,o v ANTI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust tlolations are in fact usually borne by the purchaser. Therefor, vendor hereby assiz,tis to purchaser any and all claims for such over- charges as to goods and maierials purchased in connection with t.iis order or contract, except as!lo overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event'lstablishing the price under this order or contract. In addition, vendor warrants and represents that such of hie-tuppllets and subcontractors shall assign any and all such claims to purchaser,subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM 1, the undersigned, having been duty sworn, deposed, say and certify that in connection with die pertbrmance of the work of this Project, I will pay each classification of laborer, workman, or mechanic employed in this performance of such work; not less than the preva!ling rate of wage or not less than the minimum rate of wage$ AS Specified In the principal contract: that I have read the above and foregoinc statement and certificate, know the contents thersof and the substance as sec forth therein is true to my knowledge an,. belief. FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT' OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE:.FFIDAVIT 1� Sanitary Sc"..er I stallations - Uuvalame of Protect Avenue Project hkxhrce Na Avenue NE Shat u-k Ayrnut, m y i pivetta Bros. Crmstr ction, Inc. Name of Bidder's Firm Signature of Authorized Representative of B �E SuMetibed and;•vorn to before me on this_t silt day,.r ptaidner I S10h ��,• '' i :cQ N�)A q •� ,� Mary Public the a Residing at K tF•` . =J�, 91learaa Air I as 1 CITY OF RENTON j PROPOSAL 7P TO THE.CITY OF RENTON RENTON, WASHINGTON Ladies andlor Gentlemew The undersigned hereby certify that the kidder has examined the Site of the proposed work and have read and thoroughly understand the plans, specifications and contrast geveming the work embraced in this improvement,and the method by which payment will be made for said work,and hereby propose to undertake and complete the work embraced In this Improvement,or as,much thereof n can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Nose.. Unit prices for all ite ,all extensions, and total amount of bid should be lower Show unit prices both in writing and','i d i; es.) Signature Mark A. PfVetta Address: 1511 Central Averuie Suite D_ Kent, WA 98032 Names of Members of Paineahip Name of President of Corporation _ Mark A. Pivetta__ Name of Secretary of Corporation Paul A. Piwtta I Corpotitinn Organised under the laws of _ the state of of Washinoon With Main Olfice in Stale of Washington.at Kent, Washirgtc t H.fwmJaonnr✓PROPx�L IX1CNa h , , t Ei + CITY OF RENTON iY Planning/Building/Public Works Department Evl Clyrreq Msynr ___ _ Gregg Zimmerman LE..,Adminishstor September 21, 1994 r Ted LaValley Le Valley Backhoe 18019 SE 121st Place Renton, WA 98058 SUBJECT: INVITATION TO Sit); SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE AND SHATTUCg AVENu[NE Thank you for your bid for the sewer installations for Duvall Avenue NE, Monroe Avenue NE and Shattuck Avenue South. Because all bids were over the available budget, the Monroe Avenue NE portion of the project has been elimimted. Enclosed please find the contract specifications and plans far the acove-referenced project. As we discussed .y telephone on Wednesday, September 21, tha bid must be submitted by Tuesday, October 4, 1994. A bid bond for this project is not required. If you have any questions, please contact me at (206) 277-6179. ( SI rely. Joh�bson Wastewater Utility H:DOCS.94-a22a 1'.JDH ps Er¢Icsu.e 200 Mill Avenue South-Renton,Washington 98055 i cs CITY OF RENTON Planning/Building/Public Works Department Earl Clymer,Mayur Oreg(Zim zn P.E.,Adruinictmtor September 21, 1994 Ray "Chip" Graeber V &J Comp my 22419- 88th Avenue Couth Kent, WA 98031 2431 SUBJECT: INVITATION TO BID; SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE AND SHATTUCK AVENUE NE Thank you for your bid for the sewer installations for Duvall Avenue NE, Monroe A%, nue NE and Shattuck Avenue South. Because all bids were over the available budget, the Monroe Avenue NE portion of the project has been eliminated. Enclosed please find the contract specifications and plans for the above-referenced project. As we discussed by telephone on Wednesday, September 21, the bid must be submitted by Tuesday, October 4, 1994. A bid bond for this project is not required. i :f you have any questions. please contact me at (206) 277-6179. Sincar ly��� John D. Hobson Wastewater Utility H:DOCS:8482261fi JDW,n Enclosure l 200 Mill Avenue South.Renton,Washington 98055 .J CITY OF RENTON Planning/Building/Public Works Department Bart Clyasw,M.", Gregg Zimmmnae r.r.,Administrator I September 21, 1994 Pivetta Bros. Construction P. t,. Box 1066 Kent, WA 96035 SUBJECT: INVITATION TO BID: SANITARY SEWER INSTALLAIMNS DUVALL AVENUE NE AND SHATTUCK AVENUE NE Thank you for your bid for the sewer installations for Duvall Avenue NE. Monroe Avenue NE and Shattuck Avenue South. Because all bids were over the available ibudget, t. a Monroe Avenue NE portion of the project has been eliminated. Enclosed please find the contract specifications and plans for the above-referen.ed project. As we discussed by telephone on Wednesday, September 21, the jid must be submitted by Tuesday, October 4, 1994. A bid bond for this project Is not required. It you have any questions, please contact me at (206) 277-6179. S' c ely,z /John D. Hobson Wastewater Utility H:DOCS:94 6220jDH.pr Ercloswe 200 Mill Avenue South-Renton,Washington 98055 W. CITY OF RENTON .1 Planning/Building/Public Works Department Bad Clymer,Mayor Gn=Zimmemyn P.R.,Administrator September 21, 1994 Bl ad Holt King Construction 13313% - 6th Street East Sumner WA 98390 SUBJECT: INVITATION TO 810; SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE AND SHATTUCK AVENUE NE Thank you for your bid for the sewer installations for Duvall Avenue NE, Monroe Avenue NE and Shattuck Avenue South. 9ecause all bids were over the available budget, the Monroe Avenue NE portion of the H.oject has been eliminated. Enclosed please find the contract specifications and plans for the above-referenced 1 project. As we discussed by telephone on Wednesday, September 21, the bid must be submitted by Tuesday, October 4, 1994. A bid bond for this project is not required. If you have any questions, please contact me at (206) 277-6179. SiPery, j .1 D. Hobson Wastewater Uhlii,, H:DOCS:96-e22.WH ps Embwre I200 Mill Avenue South-Renton,Washington 98055 I _ i i -> CITY OF RENTON Planning/Building/Public Works Department Earl Clymer,Mayor Gray Zimmerman r.r.,AdminWniitor September 21, 1994 Brian Kittleson Gary Merlino Construction Company 9125 - 10th Avenue Souto Seattle, WA 98108 SUBJECT: INVITATION TO BID; SANITARY SEWER INSTALLATIONS DUVALL AVENUE NE AND SHAtTUCK AVENUE NE Thank you for your bid for the sewer installations for Duvall Avenue NE, Monroe Avenue NE and Shattuck Avenue South. Because all bids were over the available budget, the Monroe Avenue NE portion of the project has been eliminated. Enclosed please find the contract specifications and plans for the above-referenced project. As we discussed by telephone on Wednesday, September 21, the bid must be 1 submitted by Tuesday, October 4, 1994. A bid bond for this project is not required. If you have any questions, please contact me at 12061 277-6179. Sin ely, hn D. Hobson astewater Utility HZGCS:94-e22dI:aDK, Eiwloeure I200 Mill Avenue South-Renton,Washington 98055 t� { 5/J+� • t�9 05J521 NATL COURIER SERVICE 86055 9/16;94 O R I G I N A L VMdor No. __Venoor Name PO¢are apter 116.La..of 1965 CITY OF RENTON Purchase Order City of Renton Cartlf ton I, the urtarsiPned,du thereby certify under yenNly ul d, or ten iM m«enJa lava been lu.rneped, the e, he .-oad, or tM loan NAIL COURIER SERVICE ReNmmed ae on egmed the City oM thet he alum;.. a luat, tlue and ono«tl o6e9annn,R«na me cny of aYaYwn,tine ro.0.m aomon:w m 9305 PAVE ELVD euthenucate end cer6Py to stroll clam ST LOUIS, MO 63114 S',ed PLNC/5LDG/PUB WKS tTTIL SYS P15 Linda Perkingetad Ot UYM Dasui ion Unit Price Eat.Amount Accoutt Number WOtFutc Ampxlt 1 I,.S. INV. 946875 9/11/94 COURIER 63.48 63.48 421 000400 18 596 35 65 ^45065 45065 5430 63.48 RH. SMALL WORKS P.'cOJECI E 1 I I I, � ho Authorised ey 63.98 A:I..hya6k My.•11p Mill Ave.6.•Re«ue.WA 91055•Paone Q0612335-2619•Pex R06t:35-2513 Da 5119 11l12 I PO .96o5SMIVOCEb3 4 •1� -s,tj s1L A ns na � 3 a :'3-5 a�s4w 09 17 94 09CI30 i� 946875 ' 1 TEMS, Bp1.32a91Q e ) 1 423. OOi sc«re.»,5% sa.!.,,c.Wanauon m cna�C�w. a L. CALKER PIQOIP/DES*_'JER9 CCHAREGE CRAR(:P, S]''.S>e ST JOBS DRT6 R WEFIX'Z# GU 2535 89/07 JUDY NALTER / D-IffJO.11K1 C015TRu 759 r ,1SUMN 96108 111 0.3514.38 MFA TOTAL JOB4 2535 14.65• __________--_—______________________________._-________________---- —--------------------- _ OU 2539 �07 JUDY HALTER D-LAVN 980 Ill 0.35 0.35 9.00 NB1 TOTAL JOB4 2539 _ 9.35• _______ _______________________________. ._______—___________________—_______ ________ GU 2541 ____09/07 JU13Y NALTEI D-VR698000• I11 RU 0.35 9.90 MR TOTAL JOB4 2541 10.25- GO 2543 09/07 JURY NALTE2 220 SUNNIER 98390 IN PR 0.3528.88 HGA TtY-p�pTgpg29. 43 23 29.23• -- ---- — F CONCURRENCE DATE 2 9 µ ,J! E_� INRIAVD TE '.i1F.L,i.''i'•1" 1E I �I A^,cam "4 ja sin wOS'� 4-srxp5 !� ••,.••••••••••••••••• ....................... PLEASE CALL 206-322�I300 FOR CtMWEI SEVICE. : ........ .....!.yS .......PLEASE sM RELIT WITH YOUR PAYMENT............. .p I�W ......1....ou.».o..HH.u..... ..u.uu...uu. %:hpa (7M)G74-1080•Los A q s 1310)642-6881•N.w J. (201)82 3-0 2 3 1 r INVOICE 61.48 .,..fraruisco(4161812.2324.s,n%Ros.1]011 5 24-263 1•SutIb12061322-19,4 I TOTAL ma aW.m we rrnarn w a.an wcu.r coax - NADONALCOWIERSYSTEMS PLEASE DIRECT ALL BILLING INQUIRIES TO 8915 MOE BLV0.•ST.LWIS M0 83114 BILLING DEFT. 206-322-1924. eIL,.TO. _ 4 09CI34 ..a.., UTILITY SySTELS DEFT. CITY OF NEWTON 09 11 94 09CI34 946875 200 HILL AVE S 4TH k7. --- RETON, VA 9805ti INVOICE 63.48 TERMS:NET 10 DAYS A i { 026960 FOR. GRAPHICS 83919 9/26/94 Q R I G I N A L Venda No Vendor Name PO Date ' .} Chapter 116,Laws of 1965 i CITY OF RE:NTON Purchase Order City of Rentoncannicnlm I, the umeraeneA do behest,cernty ume,b—to,of perpry, ihet iM metanYa have been turniebad. the 6—cog reMered, or the 1e6o1 1 FORE GRAPHICS pedormM as deacnbed hemm, am that me clams a just, awe am PO BOX 3566 unpad obh,anon eganat me Cary of ammo.am met t em eutnoroad m a'.1theMcefe and cahhtV In owl clam. SU=LR, NA 98124 /r 9rpatl I m /.. PLNG/SLDG/PUS '^S UrlLizils PIS Linda Perkin9stad Qty Unit Desaipdon Unit Price Est Amount Account Number WO/Func Amount 1 L.S. INV. 7251 9/02/94 SOrIN HOBSON 150.42 150.42 421 000400 la 596 35 65 045065 45065 5430 150.42 SMALL WORKS PROJECT I I i I I Authorized By 150.{2 150 42 A--m FaY•sle D1..•200 Mdl Ave.3.•0.emm,N'A 9105t•PAme Q0b12J5-2614•Fu(20e1213S313 1 Do1rta 11l612 ORD 2�q�° INVOICE _ RAPHICS �� IId � f SF REM'TO RO BOX 3� SEATTLE.W • l U1 "' ° "• 03/02/'J4 SEP 2 1994 —� — --sre -- 072B1 09/02/94 CITY OF RENTON Bo31690o Engineering Oept. • CITY OF RENTON $ CF RENTON L UTILITIES SYSTEMS DIVISIO% � G'f:_..TIES SYSTEMS DIVISION 200 MILL AVENUE SOUTH 7nrf "-I' AVENUE SOUTH a RENTON, WA 98055 o REm"C;r._. W.a 98055 YIN Y JOHN HORSO ,Job: •SMA:_- OR'of Cop'" SOFT JIN 53I0 81/2XII S/S WHITE BOND 53 14 i I 22.26 :11 81/2X11 D/F WHITV BOND 34 14 - 65.80 I�1 81/2X.Ii c/S COLORED BOND 14 '21.56 602 -OVER STOCK'. 14 8.40 50u8 COMB BINDIN•- t4 171 ^ :U, ENCE 21.00 Alqj (It ;TIAL/DATE SERVICE ARED Ire, - --- � A,Ml WU+�' 4SDIo5 TOTAL 7.. SALES TAX. — - SAMPNNG • —�-. f NNgCE TERMS.NET 7D UAYS 1.5%UTE C✓MGE PEii MONTH ON PAST DUE BA',:.... SLEASE K NA YOURWOFNAYS OF v 1E1111Yi5 MUST Bi,MApE N91WN 5 DAYS p{pELIVERY Ss I CITY OF RENTON MEMORANDUM DATE: August 16, 1594 TO: Gregg Zimmerman FROM: Dave Christensen Staff Contact: John Hobson SUBJECT: Small Works Sanitary Sewer Project; Monroe Avenue NE, Duvall Avenue NE, Shattuck Avenue S Attached are the plan;, invitation for bid and specification for control density fill for the above-reference i project. Please review and comment, and return the rediines to John. We are trying to let the contract and have the Monroe and Shattuck portion done before Transportation overlays these roads. Transportation's bid opening is Thursday, August 18 but we are coordinating with them to have their contractor do Monroe and Shattuck last. The engineers estimate for the project is $31,148. H:DOCS'.944 ae:JDH:pr Ptteclmem I a fI J t_ 1 A .re r- fl CITY OF RENTON I Planning/Building/Public Works Department Ead Clymer,Maynr Grays Zimmerman rs.,Administrator August 16, 1994 Jon Pozega Renton Technical College 3000 NE Fourth Street Penton, WA 98056-4195 SUBJECT: SANITARY SEWEV CROSSING ON MONROE AVENUE NE Dear Jon: Attached for review are a set of plans for exterAing a sanitary sewer from the existing manhole near the old RTC agricultural building east across Monroe Avenue NE. As part of the project, the City is planning to ,apiece the old existing brick manhole with a new concrete manhole (refer to vicar ity mop and plans). Following installation of the new crossing, all yeas which are disturbed by the construction will be restored to their pre- construction condition or better. 1 Since the City's Transportation Department is planning to overlay Monroe Ave .ie NE II in late Septemtrr, we are requesting that you review these plans and return them as soon as possible. We would like to do the installation before the overlay to avoid cutting and patching the new road surface. if you have any questions, please contact me at 12061 277-6179. Thank you. Sincerely, a hn D. Hobson, Project Engineer Wastewater Utility KDOCS 94 775ADHAs i 1 I 200 Mill Avenue South-Renton,Washington 98055 ^j L J F i 10104/94 14:38 WP,v ^IERt.IPU + 206 235 2541 /•T7�9!/ N0.003 P001 i002 Gery Plerlino Construction F, �U11'L Company Inc. TVANSMMAL DATE: i O -'/- 9�L_ _- TOTAL PAGES: Z __ � QMCLUUUIG CDST{SIfrPT TO: f— il�/ OFZi 6.NT'ON FROM: BR1AN K/TTLESON ATTN: 70 F4 td 4o 6so j FAXED BY: OUR FAX NUMBER: 763-4178 REMARKS: _ � 1-Z Fob " _ v e NuE Ng ----- — __ _ __ NATTVCK y'¢IvyP 5 WALL PAGES INDICATED ARE NOT RECCIVED,PLEASE CALL OUR OFFICE- +� 912510th Ace Sap:h Seattle WA 98108 2061762.9125 } t, ., i I INVITATION TO ' 'JPMIT BID FOR SANITARY SEWER INSTALLATION.- PROJECT LOCATION: Duvall Avenue NE and Shattuck Avenue South PROJECT DESCRIPTION: Duvall Avenue NE Install approximately 73 L F. of 8" PVC sanitary sewer fine, two a8" manitples 17 L F.of 5"PVC sanitary sewer line,azintrol density bace/ll, asphalt patching.pavement markings - 31nattocH AVenua So Inflall approximately 23 L F of 6" PVC sanitary side sewer. City- supplied Romac sewe, saddle, foundation material, control density backfill,espr.elt patcn,ng. Sea 9tta[had corstucton plans for a complete descr,phon of prols, PAYMENT. Payment for the sanitary sager lino Installation' will be for =,Pill, compen5alion far all labor, material(except for fittings to be provided by the City of Rsnton as des^ot sd above)and equipment to complete all work shown on the plans The work will include, but not be limited to, construction surveying, excavation and disposal of unsuitable matenals, shoring, concrete placement, manhole installation, asp isit swvcutting, pipe and fiMngs. donneclwns to existing pipe, foundati0o material, dw-9tering.bedding,backil temporary cold mix and asphalt restoration. Shoring $— (Per Rr-M ---- Project Completion s_�_ I (does not include shon,q) Soles Tax at 8.2% S / 13J Total bid $_'7 a, oo J.57 - Biddmg. 13103 must be received by IL"On Tp elYAOetebar A rose for - consideration ill bidders shall sign the proposal In the space plov,ded below The undersigned bidder hereby understands that, if awarded the contract it must start work on the Project w0in five (5) --ys after notice to proceed and compieta the work within twenty (20) consecutive world dat�after starting construction 1 Dated at this s. Y,day ofL.�!ie��E� 19S4. Name of Company A _ /I .t4LW. v YC . S:gnw 1 Tito: Aid-tress. /xe? - / 3zg gam. E t 3��0 Telephone �QQ-iYoa- 9/e25 Fax: n Iv it Kenton eumness License No. . IV7 p. State Contractors License No. CzA�I/n'1 e C/50/I7 tad e:oocee.aa.Jmi.ps.xv :k .4 +y l .• � i is � 5 5 �'9jYr ....awa.nelnw.-.-,... -...,...,,.wPr+<Aw "`"YVr6AAyR W8.9Mtftl:t+<✓-". - •. •, .A. COPY I CITY OF REN'fON COUNCIL AGENDA0fjy f SO...,au: PlanningrBuiLing,Public Works For Apw oc �D<P<Di.�ra. Wastewater Utility October 10, 1994 sort cnx•n._.. Ron Olsen, Utility Systems Director Ar.,J•suw. _ John Hobson pain) coax.. ... X 1. f c subj<c Nbli.H..ap.. d installation of Sanitary Sewer Lines in Duvall Avenue NE and Shattuck Avenue South obi.•............ - R-1l 1..n............ Old Hum......... N—Buue........ . Issue Paper suds x..i<........ 1 W...oo......... kn . Ws A<6.. APP—b: Council Concur ur•1 D<p,....... . ; Fin.na D•Pr.. Fixal lmp<c<: • EyrcMio,n R'uind... $33,820.07 Tn..r.r:Ame.Jlrelu A—.Ruda.t.d._. _. $88,817.47 Rev<nm C<nnrnJ C Al<.W N1-m6<r 4 2 114=1 915%.35.65..5n65g5065 C.,sh.n Ta.l Pr.lea.. $38 820.07 i++ S.m ,ar ACY The Shattuck Avenue South portion of the project consists of connecting an existing side sewer into the new main line which was coEstrucred in 1986. This side sewer was inadvertently left connected to the _ old abandoned line in Shattuck Avenue South. The Duvall Avenue NE portion of the project consists of extending a sanitary sewer main from the west 1 ride of the street to the east side before the Transportation Department overlays this portion of Duvall Avenue NE which is scheduled for 1995. , The engineer's e..timate was $34,400; the lowest bidder, Pivetta Bros. Construction, Inc. was $33,820.07. f STAFF RECOMMENDATION. ti �< The Wastewater Utility recommends that Council award the contract for the Sanitary Sewer Installations '•"�'? at Duvall Avenue NE and Shattuck ..venue South to the low bidder Piverta Bros. Construction, Inc. in t the amoun, f$33,820.07 and authorize the Mayor and City Clerk to execute the contract documents. .� e: N:DOC4:944NJDHy. 1 t� 04 x,.. ... . Y I ' a CITY OF RENTON PLANNING/BUH.DING/PUBLIC WORKS MEMORANDUM 1 DATE: October 5, 1994 11r i TO: Richard Stredicke,Presidept City Council Members t 4 VIA: Mayor Earl Clymer FROM. Gregg Zimmerman,Administrator C Planning/Building/Public Works Department STAFF CONTACT: John Hobson.Wastewater Utility(Xfi179) SUBJECT: Small Works project;Sanitary Sewer Installations on Duvall d Avenue NE and Shattuck Avenue South I ISSUE: We have received telephone bids for the construction of a small works project to install sanitary sewer improvements in Duvall Avenue NE and Shattuck Avenue South. The low bidder was Pivetta Brothers Construction, Inc. at $33,820.07. The engineer's estimate was $34,400. The low bid is 1.7% below the engineer's estimate. Protect Cost iEngineering(designed by staff)and project management time $5.000.00 I Inspection 3,000.00 Construction bid(Pivetta Brothers Construction, Inc.) Total: $41.820.07 Budgeted: Misc. sewer projects $88,817A7 RECOMMENDATION: It is the Planning/Buileing/Public Works staff'•recommendation that the construction contract for the sanitary sewer installations on Duvall Avenue NF,and Shattuck Avenue South be awarded to the low bidder, Pivetta Brothers Construction, Inc. and that the Mayor and City Clerk be t .. authorized to execute the contract. BACKGROUND SUMMARY: i The miscellaneous sewer pwimt's account is established to find n.-rimair and installation of small sewer improvements which arise thro,ighout the year. These are unforeseen problems that are detected during maintenance of the system. The Shattuck Avenue South portion of me project is needed to connect an existing side sewer to the new main litre which was installed in 1986. This side sewer was inadvertently left connected to the old ahandoned main line. i > The Duvall Avenue NE portion of the project is needed to extend sanitary sewet service to the east side of the street. This line will eventually serve properties on the east side of Duvall Avenue NE north of NE 21st Street. The Wastewater Utility has decided to do this installation at this time because the Transportation Department is planning to overlay Duvall Avenue NE in the project .J area in 1995. m:Docs-sa Qv Jmi:pi .f i j e p ay 1 ]fir i 9 a OWN CITY OF RENTON SANITARY SEWER INSTALLATIONS i ' DUVALL AVENUE NE, MONROE AVENUE NE AND SHATTUCK AVENUE SOUTH f Bid proposal date: October 4, 1994 i i All bids include 8.2% sales tax Engineer's Estimate $34,400.00 Pivetta Bros. Construction $33,820.07 King Construction Inc. $34,732.20 Gury Merlmo Construction $42,001.57 i WDOCS:94924a JDM Ps f CITY OF RENTON r PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM CONCJR.:ENCE w*- DATE: October 5, 1994 n t TO: Richard Stredicke,President �- { City Council Members VIA: Mayor Ea-I Clymer (y9L 1 FROM: Gregg Zimmerman. Administrator Planning/Building/Public Works Department STAFF CONTACT: John Hobson,Wastewater UC'ity(X-6179) SUBJECT: Small Works project:Sanitary Sewer Insla'.atioms on Duvall Avenue NE and Shattuck Avenue South ISSUE: We have received telephone bids for the construction of a small works project to install sanitary sewer jmprovements in Duvall Avenue NE and Shattuck Avenue South. The low bidder was Pivetta Brothers Construction, Inc. at $33.820.07. The engineer's estimate was $34 400, The low bid is 1.7% below the engineer's estimate. ytpj t aar Engineering(designed by staff)and project management time $5,0D0.00 Inspection 3,000.00 Construction bid(Pivetta Brothers Construction. Inc.) Ia eon Taal: $41,820.07 Budgeted: Misc.sewer projects S88,817.47 RECOMMENDATION: It is the Planning/Building/Public Works staff"'y recommendation that the construction contract for the sanitary sewer installations on Duvall Avenue NE and Shattuck Avenue South be awarded to the low bidder. Pivetta Brothers Construction. Inc. and that the Mayor and City Clerk be authorized to execute the contract. BACKGROUND SUMMARY: The miscellaneous sewer project's account is established to fund the repair and installation of small sewer improvements which arise throughout the year. These are unforeseen problems that are detected during maintenance of the system. The Shattuck Avenue South portion of the project is needed to connect an existing side sewer to the new main line which was installed in 1986. This side sewer was inadvertently left connected t to the old abandoned main line. The Duvall Avenue NE portion of the project is needed to extend sanitary sewer service to the east side of the street. This line will eventually serve properties on the east side of Duvall Avenue NE north of NE 21st Street. The Wastewater Utility has decided to do this installation at this time $ because the Transportation Department is planning to overlay Duvall Avenue NE in the project area in 1995, n:Docs:aa.vran:tDn:a. CITY OF RENTON COUNCIL AGENDA Bit I Al p: 21hMiEa4 DM: Pl:mningrBuddinglPublic Works For A,e or ! October 10, 1994 D�WI•.1bW.. N'aslewater Utility yF SoffC .er...... Ron Olsen, Utility Systems Director A,e Sow I . John Hobson(xa179) cow.. .. ........ X SWject� Puhhc Harry... Installation of Sanitary Sewer Lilies in Duvall Avenue NE Cor.e.po„xnc... ' and Shattuck Avenue South ma,,,.r,.e............. &wW................ _ Dwn""' " CONCURRENCE BWibin. New DAIS e !AL/DATE r .L att'o,rlvc,WJ AIuuA'. Aprrovxb. '�'.� /tr Y Council CUnenr 4P1 DcP.._.... F,vs Rp.. !- Pu:tllmpct. RsMwft.R.., '", $33,820.07 M,w.Rw,tw... S88,817.47 R. ...Oc reW . J Ac..Nu.hsr aztrrxu!usve.as.ra<W 4< 165 r,n Sn <T,wl P. ,- $38,820.07 Summary or Acorn. —. The Shattuck \venue South portion of the project consists of connecting an existing side sewer into the new main line which was constructed in 1986. This side sewer was inadvertently left connected to the old abandoned line in Shattuck Avenue South. The Duvall A!enue NE portion of the project consists of extending a sanitary sewer main from the west side of the streen to the east side before the Transportation Department overlays this portion of Duvall Avenue NE which is scheduled for 1995, The engineer's estimate was 534,401E the lowest bidder, Pivetta Bros, Construction. Inc. was $33,820.07. STAFF RECOMMEN1,'.I ION: The Wastewar:: Utililc recommends that Council award the contract for the Sanitary Sewer Installations at Duvall Alarm NE and Shattuck Avenue South to the low bidder Pivetia Bros Construction, Inc. in the amount oC�,3.820.07 and authorize the Mayr r and City Clerk in execute the contract documents. ) B:DOCS,9 W4 Jnll.p, r F. ! FILM CITY OF RFNTON CO IN II A ENDA Bit wnmmrng D.m Planning,Bwlding Ic Works ----� Fl+ABCMh nt [xµ D,.wwN Waztewater Utility AgcW Suws October 10. 1994 sun enma.r Ron Olsen, Utility Systems Director John Hobson txerrvl r,nSCM g sublttl'. Installation of Sanitary Sewer Lines in Duvall Avenue NEbrmp,Mxmr and Shattuck.Avenue South om roM RemlMmn_.. _ c.n�nn: ow 9uvrc.,. CONCURRENCE New Nu>rcxs.. DATE le-sZ_ l54 SW,&.:„mc E IN D -E iIntumuuun. 1" p it. m M d Acorn. Council Concur AWm�als. Fron.x IX$33,820p, Fxal linpen: ��L 1AIV E...M Reyu ml... $88.817.47 _..I rp T ter 4meMMenl �. AmruM nulpaed ....... Eg$,g17.<7 .\'('rypr— RC MC Gercmed. Z—Zvi�� 421/4 111I596.35ed,4- 6145055 1 snarr nxal rn,1<.� '� 3-I_ The ShaD, K Avenue South portion of the project consists of connecting an existing side sewer into the new mam 1 hich was constructed in 1986. This side sewer was inadseftently left cot ^eted to the ok�a-baud_on',lme in Shattuck Avenue South, The Duvall Avenue NE portion of the project consists of extending a Sanitary sewer main from the west side of the street to the east side before the Transportation Department overlays this portion of Duvall Avenue NE which is scheduled for 1995, STAFF a C_FR8COMk¢NDA 4kNDA TIDN. The Wastewater Utility recommends that Council award the contract for the A-RA&yAwer fmallations at Duvall Avenue NE and Shattuck Avenue South to the low bidder Pivetta Bros. onstruction. Inc. in 1 the amount of$33.820.07 and authorize the Mayor and City Clerk to execute the contract documents. I x.nors.w-v24aux:p. I ..r (ha1f� �wn�.5uti•cYz,�sa- tLe-u�2 �OrJ.Jr;�� � I- i i ^. . � I /kISCeF�(tar t:r41 FwH41 +.�yy ,��ru�f� n�GC7GF1 f�, 1i1 CL-0�s c<Ct Lo �„laklr5�se � -�/.!u/r�e.V 7lctas..� ^.c� tssttsr^ `�lA�-ani.a.[r <Iw�rw� fih+.E Sl-7.'-i7. .a ✓n1 a y; r 1 tin y r 4 k L. t)Am CITY OF RENTON % Planning/Building/Public Works Department Earl Clymer,Mayor Grr. a Zimmerman r.E.,Administmlor October 11, 1994 Pivetta Bros. Construction Inc. P. O. Box 1066 Kent, WA 98035-1066 SUBJECT: SANITARY SEWER INSTALLATION; DUVALL AVENUE NE AND SHATTUCK AVENUE NE Gentlemen: At it's reqular meeting of October 10, 1994, the Renton City Council accepted your bid for the Sanitary Sewer Installations; Duvall Avenue NE and Shattuck Avenue NE in the amount of $33,820.07. To enable preparation of the contract documents, please submit the following: '1 A list of names, addresses, phone numbers, and emergency phone numbers for Responsible Officer, Job Foreman, and Bonding Agent. 2) Corporation letter or Resolution giving names of those authorized to sign contract and sample of their signatures. 3) Photo copies of current State Contractor'g License (not master license). 4) Photo copy of current City of Renton Busine s License. 5) ' Two (21 contract bonds on City of Renton forms, UNDATED, date to be filled in when signed by the Mayor (enclosed). 6) ' Two (2) signed contracts also UNDATED (enclosed). 7) Two certificates of insurance for 1994. Language on this certificate MUST REQUIRE 30 days written notice to the City prior to cancellation and NO � IIiCLUQE language relieving the insurance company, its agents or representatives of obligation or liability to meet the 30 day requirement. Tne Certificates of Insurance must list the insurer's A.M. best rating (see uxamp/e). 8) One (1) City endorsement and insurance coverage questionnaire (enclosed). Also, t dlow for a Notice to Proceed as soon as possible after the contract is signed, I will need a list of proposed subcontractors and material suppli6r3. If you have any questions, please contact me at 277-6179. s VZ1 hn D. Hobson, Project Engineer Wastewater Utility Section H:DDCS.94-935:JDH p% Moat 5e a eatea i200 Mill Avenue South-Renton,Washington 98055 L- _J METTA BROTHERIZ CONSTRUCTION, INC. F P.O. Box 1066 �1c���lSLn] ®lf I!WQIfU�UW�11 11Q� KENT, WASHINGTON 98035 1066 I Contr. Lla aPIVETSC162DK y F,.. (206) 854.6872 l0 — �' fart (206) 859.5690 f TO co �f1 M,� So Sol S WE ARE SENDING vOU Ilk Attached ❑ Under separate cover vv_._ I1t6 following items: ❑ shop d-awings ❑ Print, ❑ Plans ❑ Samos U 5pmd"tlons ❑ Copy of letter ❑ Cnenge order I3 --- canes an xa Ixacalrtlorl _—.--. i I THESE ARE TRANSMITTED as checked below: For approval i:] Approved as submitted RasubmK—_copiaa for apprrval fJ For your use :' Approved as noted ❑ Submit—copies to Oistribution ❑ As repuestad Returned for wrrections O Raturn—w-acted prltds Cl For review and comment ------ 0 FOR BIDS DUE__.— 19_—Cl PRINTS RETURNED AFTER LOAN TO US REMARKS OAT14 ` � .ess nfL tysl �/1A1_n -- ,I COPY TO_ 1 SIGNED: _— �voaaacw.w caraw;tos w.c..nwrmr+n...ro..,».n wr..„w.a..•nwr+anh...e.M.. ttP w I } L ------------ CITY OF RENTON MEMORANDUM I DATE: Octobo, 21, '994 TO: Larry War an i c���� FROM: John t,obson /t SUBJECT: CGG-94-119 Cantract Documents for Sanitary Sev. ;ns•allations on Ducal; Ave NE and Shattuck Ave NE Attached please ',nd the contract documents for the above referenced project. Please review for fora and content. Thank you. I I Do,.0 entW!DH i I i iII l� r CITY OF RENTON l MEMORANDUM DATE: October 21, 1994 TO: Beverly Nelson-Glode FROM: John Hobson f) SUBJECT: CAG-94-119 Contract Documents for Sanitary Sewer Installations an Duvall Ave NE and Shattuck Ave NE Attached please find the ccntract documents for the above referenced project. Please review for Risk Management purposes. i Due to the total contract amount being less than $35,000, 1 have solicited five bid proposals from contractors instead of going through the standard advertisement for full ibids, therefore a bid bond was not necessary. H DOb8:94-978:JDH:ps ' I I L.... 14 .� J k �+ ._�\ ' CITY OF RENTON HUMAN RESOURCES AND RISK MANAGEMENT MEMORANDUM TO John Hobson Panning/Buildinp/Public Works FROM: Beverly Nelson Glode Administrator SUBJ CAG-94-119-Sanitary Sewer Installations on Ouvall Ave NE &Shattuck Ave NE 1 hive reviewed the Certificate of'nsurance submitted for the above refererced project. The coverage and Certificate meet the City's risk management requirements. If you have questions, please let me know. I t3�.► CITY OF RENTON .n Office of tire City Attorney Earl Clymer, Mayor Iarvrenae J.Wa — MEMORANDUM G !;... i� OCT 2 i99 i To: John Hobson From: Lawrence J.Warren,City Attorney E;,�..r;enng c_; Date: October 24, 1994 Subjcc❑ Contract with Pivetta Bros Construction, Inc for Sanitary Sewer Installations on Duvall Avenue N.E. and Shattuck Avenue N.E. CAG-94- 119 1 have reviewed the above-referenced document and the same is approved as to legal form. I presume that the City obtained a bid bond as pan of L-ilwarren fLJW:as. cc: Mayor Earl Clymer A8.108 94. t Poo Offir Box 626-101J S 2nd Street-Renton.Washington 98057-(206)255-5678 i i i I CIT. OF PENTON a CITY CLERK'S OFFICE MEMORANDUM DATE: October 25, 1994 TO: Iolm Hobson i i FROM: Lisa Stephens,ext. 2501 3lJR1E(T: CAG-94-119 The a"whed original document has been fully executed and is being returned to you. Please transmit-he original to the contractor and retain a copy for your file. An original document is also retained by the City Clerk. Ti:ank you. Enclosures: (1) t t,� : CITY OF RENTON PUBLIC WORKS DEPARTMENT 235-2631 1 � r Will. + nRFCONSTRUC310N CONFERENCE DATE: Tuesday,Nov. 1, 1994 �• �V TIME: 9:00 am PLACE: 2214 Duvall Ave. NE DEVELOPER/CONTRACTOR OR SUBCONTRACTORINAME OF PROJECT: COMPANY NAME: Piveua Bros.Const. COMPANY ADDRESS: PO Box 1066 Kent PHONE: 654-6872 FAX NO: 859-5690 CONTACT: Wally Clayton NAME OF PROJECT: Sewer Installments Duvall Ave. NE&Shattuck Ave. S. INSTALLATION: Sanitary Sewer LOCATION: Duvall Ave. NE&Shattuck Ave. S. PROJECT COORDINATOR: John.Hobson(277-6179) PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERS)-N 1'0 ATTEND: peA.' [X] PUBLIC WORKS DEPARTMENT [X] Utility Plan Review Neil Watts [X] W+ter Utility Lys Hornsby [X] Wastewater Utility David Christensen [X] Surface Water Utility Ron Straka [X] Transportation Systems Karl Hamilton _ [X] Maintenance Services Division lack Crumley [X] Customer Services P.I.C. Dec Beedle [X] Construction Services Steve Pinkham__ — [ ] FIREPREVENTION [ ] POLICE DEPARTMENT [ ] PARK DEPART ART — — [ J BUILDING DEPARTMENT [ J OTHER 1 OUTSIDE DEPARTMENTS: (X j CONTRACTOR TO NOTIFY ALL ASSOCIATED CIVIL CONTRACTORS FAX J [X I Department of Transportation 872-6470 ' [X] U.S. West Communications(wmay Boyle) 235 3012 235-5274 [X] Puget Sot• Power&Light Co. (Karen Smm) 850-5560 277.49CS Seattle Citl fight 684-3076 (X] TO Cable of Washington(Phil Fisk) 656-4028 433-5103 [X] Washington Natural Gas Company(sane Dickimn) 224-2403 521-5279 [ j METRO-Bus Routes(Mary Malcolm) 694-2732 694-2686 ( ] Renton School District(Kevin Olson) _35.5813 [ ] King County Inspection 244-0770 [ J Other swr.oasa Pivetta Brothers Construction Co., Inc. UNDERGROUNDUTILITIES 6 SITE DEVELOPMENT WAL"&W 086E%CAVATING 1511C CENTRAL AVE.SO.KENT.WA 98032 j TEL(206185/E672•FAY(206)859 5690 o,,WTM5,,WW PVET&;I52fMt December 13, 1994 Mr. John Hobson City of Renton 200 Mill Avenue Renton, WA. 98055 E.e: Duvall Avenue NE Dear John, We encountered some conditions on the work at Duvall that we feel is over and above what we could have reasonably expected when we conducted our on-s..te visit prior to the bid. I have recapped each of the items that caused us additional expense on the attached sheet. Following is an explanation for each of the of problems we encountered. d Item 11 - For bidding purposes we assumed a 3" thick layer of asphalt and, per your standard detail , allowei for a 4" latch t•ut a 1") . We encountered 6-7" of existing asphalt and replaced the with an 8" AC patch. This item covers the cost to install an additional 8 tons of class "B" hot mix. Item {2 - None of the native material was suitable for backfill and, even though we had planned tower had figured on ROW spoils pusing t hat the were being displaced by the CDF, 149.9(tons ofr vcrushed r rock T to backfill covershis item all he the xexcavations p not backiilicd with CDF. Item =3 - Following with item #2, all the excavated native material off-site. This line item covers the cost to haul had to be wasted and dispose of the additional unsuitable native materials trom outside of the ROW. day onesi;e mucking out the conditions,se soil onal the native material w spent ande pt ;tingdthermaterial off-sits. This line item covers the expense for the crew and equipment fcr that additional day. As you can see John these four items represent a significant cost fcr us which we would obviously like to recover. Please review this request at your earlieot convenience and let :,,e know when we could get together to discuss a resolution. Thank you for your attention to this matter - Very Truly Y urs, y .a it i---' i i 1 RTNDUVAL.XLS 12713/94 P;VLTTA BROTHERS CONSTRUCTION,INC PO BOX 1088 KENT,WA )W35 PROJECT. DUVALL AVENUE NE 4 OWNER: CffY OF RENTON CONTRACTOR PIVE TA BROTHERS CONSTRUCTION,INC SlB A4Y IF FIKAI. AD.II,S ,MS ITEM OTY UNIT UP EXT #1 ASPHALT THICKNESS 8" 8 00 TN 120.00 980 W #2 IMPORT 100%CR FOR BACKFIL 149.90 TN 15 DO 2.248.50 #3 EXPORT 100%MUD 240.00 TCY 950 2.280.00 #4 SOILS CONDITIONS i.00 LS 2OC4 00 2.06400 SUBTOTAL 7,554,50 CONTRACTORS MARKUP 1,35945 TOTAL Be 911 33 1 I i I f j I 1 I t � Page 1 a, J k.. '110- Pivetta Brother# Cotisftction Co., Inc. •T,T,rt UNDERGROUND UTILITIES•SITE DEVELOPMENT•EXCAVATING g' P.D.OD%11111141,VENT,WA NOM-10M -Ar 151iDCENTRALAVE SO,XENT,-,A98032 TEL(206)856 6872•TAX 1205)8M 56% E TMCTQ SLQNSEW NWTKWJK 1 n Z. tG December 30, 1994 i Mr. John Hobson SLI JRN -41995 .. City of Renton 200 Mill Avenue Renton, WA. 98055 CITY Of RENTON Engineering Dept. <� Re: Duvall Avenue 9E Dear John. Pursuant to our conversation, I have enclosed the additional data that you had requested. Please let me know if you have any further questions. Hopefully we can get this resolved and mike one progress payment for this project. Thank you for your attention to this matter. \V}'erry Truly Yours, 4lally Clay 7� e i 1 4 ?r' ... S t T.. r ! M.A. SEGALE, INC. �' M. A. SEGALE, INC. gAGPHAlTC1VISION 'k ASPHALT DIVISION i s �D.IW A M3 t I2 sooeoM..PYKw.y P.D.Bo. A 98 , l.soD swmwnl.P.MwtT I N Tul.w,wAr+s r{melsrwlw � ��wa�N136 , t2osl.7s0lw � aammcluYw*+� DATE "WIT PUNT I O / - REM NIMIR IfEY MINIRER N„Ip" PURCHASE n!!!AND DATE WEIGHT TIME AND DATE WEIGHT + ra��Fa.K,y.•. ppgq i '{,11"0'ps I GROSS C• - T, . TARE .�.. ,.�a..f• I'Is's °I I P'Ja TARE NET '.. NET �-- W_ARTTY UNIT Dkw RIPTION UNIP AMOUNT I TV UNIT DESCRIPTION Un^�^^ AMOUNT LBS.MC COLD MIX LBS.MC COLD MI% T'NS ASPHALT TREATED BASE TONS ASPHALT TREATED BASE �TONSSTATE SPECIFICATION CLASS ` TONSSTATE SPECIFICATION CLASS'S GALS.EMULSION AR 40DO ASPHALT _GALS, MULSION AR 4000 ASPHALT I STATION L p .. E '-.�,a1c PY TS FS�— T/1TIp1 Y1l RECEIVED PY. T�ARp UCKN _ y�yy- �:.I. TRU KNO. y- % i ' f' (�l R6"ErvED EY �0111,.TOTAL GNwRlw.ela rmm.IRls" 70TAL ....�.4 ; Ysrs.I�INY.t UOrt • �� �� b.compnr er mw lW.L '. - ar Cu...n.IYMI.r011.a/Mnt:belGoYw,..:Pon, IE2 419685 r r M-A. SEGALE, INC. 3 -1[ ASPHALT-DIVISION �r fd Bu EB056"}'lww SaMOMr Pw" N ..,+TIbYti WA 9E/0E I (2W 575015E ITEM NU1�ER PURCAASE ORD=R NO. TINq% TE WEIGHT_ 1 GROSS TARE i C`•. NET WwmTV UNIT.DESCRIPTION 11.N P.is AMOUNT I LOS.MC COLD MIX ASPHALT TREATED SASE ., i TONS STATE SPECIFICAT NCL GALS.EMULSION A l ASPHALT I j I eNEE�wIrb7•.`: �� _8w.. RCCF D PAI. TAX x - 1 '•1 tw.elu.aw.IlLa' .111P TOTAL ,. k-MP AgRE.- , •ataeP�MG M a.4K s9Z� a:Cwwmw/,eY�SpTM•CR.011 Iink.AfE IGNnmroe:Plans � �. 1111 L � WOMAN s: ... M. A.6EGALE, INC. M. A. SEGALE, INC. ' SAntl {„B;a� v`a�'`D�vs�on _- Sanb 6 Gravel Division ?I P O Bvy'e!eepCe!o0 ( P.O.a.Sam E NC T:Ywarq�1011 FAX 'Sr 1I T2w) OI I F . �x tY.�rwilww•:9esiL] .. .. +�.+.�- '�J�ewq+oo..r.;,w:s.slxs ;.- s De. Dr /19Y BDLDro I y-f �lq �j R U 5 SOLD TO. — I ADDREss "i I (� UVALL. ADORESS N1f iIM1f1cM0 C YN DYKE COD M rtF niuminD niit iu6 W.ME Gab Ll IIkV YD MD nFY Ib SO LYUIW Awk cma,.Y s• 509 CAIpDeO YA& $Vd 1 19 Civab!Awk M Or.ai 1 1M Cr WW Rock Pw Oravel i RaYeaO Beaut 74 ABPwIs ReiraeD Ba2ar 74 AW99M i y 212 CniMutl Pa 1 12 ABpaps Is 2 12 MhW Rock 1 12 Apa 09M GROSS WEIGHT LBS. 4 .— GROSS WEIGHT LBS. 1 (I — 1 - TRUCK WEIGHT LBS. il ct9 TRUCK WEIGHT LBS. NET WEIGHT LBS. I (/7(/ (') NET WEIGHT LBS. 7 2 L+r1e7 '. —_ AMOUNT _ Ouanery Pnca AMOUNT TAR TM Mier _. Onvr TOT_ -- --- TOTAL ieWss Bl7 .ti BY NL�:288312 287886 ` a 10% vjd h- Nnf lbY GG yJOi ,n\ PE fP* I yA y /d 01 �P wJ .SJP �� '`' • r�\`'� rr 4TONEWAY DELIVERY TICKET J CONCRETE IIEWT To EEI 1815 61lPLE VALLEY HMEHWAY . RENTON.WA 9NU5S MDE� BIx6 IOTH AVE 6 ACCOUNTINO Ste-Iwo SEATTIE.WA 961W 701.2*{{ U LOMIE LEAVE PUJIT AB W Alf IFinVE Ad ��4 A Kmr 1 MTE CU610MEfl NO OflOEB NO CU6iOMEfl PO 011.A10 ND RANI!A�MIIVEflY TYI[Ei ND I CU6T V NNEE 9PFC1Al 1NSTIEICTpN6. '1 �1 t I IH UNI IS LIIIC•I 1 N+- Iw 1 Ira AB A001!£S — 1,1 I,ILIW I-Milli nU1 Hllt f .s,U'1N Ire-e +• . ION IJtI •c'Nl ll.r. �'d I.HIILIi Mt. 1.00 IIIN NNI[, IIUIWNItaE lllrll '. ii, � 1p, �� // i OFIVEF }BI{,N Np OppEplp gy IYL[Y!—C TCYEX 11Et[ASES.WO AGREES iO N b hT 1 1 wwr[q rNE{TBNErATCoaCAe TECnEIPANn ECNANT SUBTOTAL TAE CODE TRACRJE YEEMO[TONIE I1FAL pI PEPEpI/.I YNWe N"E.-RE.BY + OI$PATCH[fl O[lMM'Ci WiEN1Al{LIS1kO AEOVE 1YYtNi qlE{V i ILd ,,,E Lyn iN r iw..wr.w�n.uu w,�..0 y,l E6 TAY Yy T I CUST031FN SIONATUNE _ �_` _ TOTAL UA}E AMOUNT �1 \WEE ' DELIVERY TICKET STONE WAY•0 �. IIEIN(7Q �OUN71N CONCrXT! * 226-1ORDER 00 EATTLETNAva s 7aa•!sN 1, 11F1000 SEATTLE.WA BE10! 1915 NWjLE VALLEY HIGHWAY • REN10N,WA 98055 � Ap\VF Jog tF�Jce AmnE Rw+T 1. IFAVE n/+a . •• ND DEuvE.r � P NO. ORDER NO DOSrDMER VD.OP.IOB No._ " 0t. 803046 oA EI016 APB CALL 11/29/94 707251 ._ Cl.l mvRucn R p16TOMER NAME ' 1VETTA BROS CONS? Joe pI AVE , wDJEV RENTON a D'J 31,960 Tarp 43,460 NET 'y„ •j.. 20t1C4 /8 CRUSH TOP COURSE 21.73 21.7 i J' NVIRONMEN7AL SURCHR 7.00 TON '0015 I 1 , =e Irmo � 1 ORDERED BT MaeAN-W\TDYEA Re oo �: p.A.�rM0v SUBTOTAL LRIKX M0 NMYlE6\iM!\TUREM qqP\RA CyhEO\r 1,Ob ryypE IONI\'�EAIM•ER\OIMI . _ Cu� MaMRrd Wi(mW LI\�RD,YWE.!y�iW r••\ GALES TAX L T"� n�/L7Y AM O�Eon ,\TRO•uoxT�a�+NwE. -- �� �• TOTAL WT NT �$r\ DATF I�! CUSTOMER SN3NATURE -- L; i rONI*AY �'*+ DELIVERY TICKET CONCRETE 1915 MAPLE VALLEY HIGHWAY . RENTON,WA ggM, ORDER DESK REMIT TO: i 1 y{ I I22E 1000 EAT LOTH AVE S. ACCOUNTI/IO t3:•' °`f !f LEAVE RANT ARPoYF JOB __ `�_-- SEAIILE.WAS8108 70=-=6N M • 1 iAVf JDB ARMY{pANi C�y; II/C9/94 707c'`il RANT OgDEP NO Cu6roufR RO DR JOB rq 4 �— 2B 16 Ilbfi U411 NOOft KRYT"ET TUME�—P� 1 PIVETTR BROS CONGT N um]'It„1 9PECML.IMBTRU{;TKltlS. JOB.DITPE55 UIIVgL. AVE r NCN1f1N 3i•Yu0 Tarp 1,3, "SOV NE I 2011 CS i/B LHII511 Ilq' t'UI IGLI ] 1.00 lUN /0019 '-NVIRONPIL-I J 11 it ibl lUl Ilb fI !I 1 it DMVEA D�Np j iR ItlE OgDENED By MfNf—cusr TM NAL '11 TXf fTOMl1f1Y LfCWK:Al1fAPPp FS rONOIO rRE Tly1E D TCNfR BMtAY[TOIAf AEAt OKMMONy RAy(Kry Yr°PM, SUB TOTAL . e„v Illq OOya Imil osKitooTn�iFKwa Lang AfovE AAYNENroufOi. A'�AN4Wr M MMIiR.IfY•'•. ,pyyb rya 1 SA ES iA% G16TOMfq SMJ1ATURE_ DATE TOTAL . AMOUNT 44 IBM- L J i i fON WAY %"` DELIVERY TICKET 'I CONCRETE "MY TO. 0110ER DESK 1915 MAPLE VALLEY HIGHWAY • PENTON,WA 95055 9125 iDTH AVE S •CCOUNTINO =•4/000 SEATTLE.WA"W 762•:846 •.•I IFAVf%ANT _ _— ARNVF A]9_ LEAVE Ayd ANNNE%ANl N NO • ON)ER NO ggTOYER NO OR AIB NO %ANt NO OEL IVENT TIDE ))11id9/9A 707�J1 2tlEE. nl.l• Inll � :. NI rEr,l yv V A1@1I VET1VETT --- -- SPECYL NiStPIICTgN4 — •w N BROS CONEiT DUVAL AVE E REN7UN ,f I Olr )Ll� Idl`@ '19, 120 NLT I >� _T •201 ILb -'/b f.HOS11 1114 LUI 11f`,1 t. . yry I.ILIa TON /00t'3 NV INtlNI•D Nlltl ;.111u uu � I I fMXVEA ITRDLNND1 DE1DENkp@r 11(Le11u—cusIOYLN NELE..ux Wo.f Es iu rNMo 1 LPL NWWfS�Y n•. .,AY COML11ftl E.OYIWr fON Wv SLIB TOTAL DBE YEY .a xEY ON rENaowLrNppENtr c.uuolr TW(QOE T""f i' 1 PI•I Dt$NATCIIER CELWE11Yp Y.tEN4lf llilEO.bVE LVYE NI dif IY - y tpH• N1wwtNrweN..�...,w.�Ew w.,.r.mrrpu SALES TA% �L .t i CUSTOMER s1ONATIwE ~ TOTAL -� -- —._ DATE _ AM -NT _ � I il• 1NVp1.��H ' 'C 9 Pr HAND fPE SEPT it 41 H E\VE��E to FNL �gM< `STONEWAY y DELIVERY TICKET CONCRETE REMT To, 1915 MAPLE VALLEY HIGHWAY RENTON,WA 9B05S ORBER Of{M YIZB IDTM AVE { I =={•1000 BEATTLE,WA 9B108 TE IEAW PWIT ARRIVE JCB �FAVE JOB AMIVE PV,NL CUBIOMER NO ORDER NO CUBTdIER PO ON JOB Iq %MIT NO OELrvERY i1CltET YO ' GUSTWFP RN( $pFfl4 WSIRUCTO 1'1'Jti'III LII/115 I:Ih lbl JOB ADgiEffi --- UIIURI_I A%NI i. 14 N TEIN B', 110121 G YYs A9 :t?, 0 1. . :r1�rAN IJE1 GVI\n.,. I111 r.'.J 1 .111 1.111 25.6r. hrr 1." 'RIN 1001', nl nlne !YIIU .116,111, DM1VER MUCK wO ORDERED BY R{LEAu—cu{roY{x RELf•Sf{Axp...'o X G II i .. WRw Ea{irrE noxerrAr coxcAan cow{xrpM AYY SIIB TOTAL WXILL ip W{Xl4[A VLNiOrrY IIILYLNI Y Wrrg10{r LAY CDD( mEwE DISYMDIIER dLIV\Nvd Y{ilW4• wi1Y•pVE Y•YYlXi pr{•r Y lt7`i PM s.•u ,{ Nf&IAL40 �� CUBIUMLR 6Y ibbL �. � TM GATE AMIOUUNI i _.J - I I f" �x. b STONEWAY DELIVERY TICKET CONCRETE fDRDEA DE51( IUWTTQ ACOpONTNNI r . 1915 MAPLE VALLEY HIOHWM [ RENTON.WA 9B0%. LIIl 1000 91Y 10TH AVE5 T�==# ' I L SEAIILE.Vx WIN "M Z0 [LAYE.gS -_ .RH112 YtANl NlE N'J OIOER ND CIISIgiARODRJDSHD Rvow M[IY£RY IID ' 3l1/94 !U/.:.,1 377 4 .111 _ 1 00, ! NODE - 5(!UN MgrfNLIIONS , o PIVETir1 BRO6 UOW.tll d 'ib llllni INN I:Ia Ir RV H@. DUV„, 1 rI r.=RD'_.r fiooO14 It N i_ 1 1 Asa,t:oa ress v'1 `Tire { 26,9Yd 11G 1 E d01ah hkL 1:111uc,r 1.91a uuJ /mars uv ua5Jl�wrnl. awn IRI S `i i ADRIYb. ttRLRn [AMRFO tlr nu uu_a.rox[F x[k4s[Y AW mnu s ro xIX0 b1iW Nld`., Hl q. x.xxLL kS in[uox[VFr Cu.K4r[colr.xr.ax u,Y SUOIUTAI UW,�k It)i�15 F[LL(Y1 xYFfOx4 MNY Pry(:W[[O H 1AIt CDOE r11E DUF Di5PA1CHER o[\rv[x,n ..NrxuS - IYixgYWrl r�.'. ,.. y. I'1 I:bl 1'Pi i, uyN aw a.�.. JAILS IA% 1 TOT i CUSLUA.FH SIGNATURE '7 r i_ � A• - 1 I F r I �n $ M I � 1 INVOICE DCC 9 \99ti ncctwuHlu; 62 zD RECEIVED SANE,a GHAVEI 226,OW 1011 EHEE SEA,ILE 6231414 L'N81763 41 IS 1 n,u YIA JW)96 EL% ULIVALL AVLNUL 1 PMU:F'Ct: AE]U CALL I JONEWAY DELIVERY TICKET CONCRETE v — 1915 MAPLE VALLEY HIGHWAY RENTON,WA 90055 - ORDER DESK ROME TO: Nq 912S 10111 AVL sEnmL.wAIS 5 ACCOUNT 11N.1000 1N1.!lNNI —�---- _ ' UAW FME pUNi ARNYE,pg JOB APIYYT REufi ... pu(aERM dKIFN NO p1a1WER PO UH JtrB Nn _.._._ _ lli3V 'l4 IQ7C`it -1If Rn'NT Np - rlFilv[pyit;llEi NO (]iLW1ERNANt �-_- •..'V,_(_ III Dim s L:LIN51 HUME u, wBlP L HVFNLIE - RENT I IN RR.0hv1 hrn.: i :34.1;bO Tarr 5.3. 4114A NF,I 'e01 005 IRSE COURSE' (:OLt IA 1) 3 _ 1.00 I I IN 001'T NV 1 nONMENTRL SURI'I10 1 I� DRIVER TRIASI No OAKWO BY MllAt[-CVe10YfR AEIE.EB[9 nZ.YPPE:]IO HYp 7-r' Yt191n ta4lPE naur4r caxcAntcowtllr Rxl 9PY SUBIOIµ IA%L'D(IE IILEp O•Y•Of 10114PF•I O R,o,.Yl`MNFPIY(-•V9FIIEY DI§IMTpI[r pELNEPV OI YUEnu19191Eo qr of p ul alE lr y Y .]149 1-'M to ♦ 1 1"v llu, $A1 E ti IAM 9 JST OMEN 61LiVARIRE tOTN HAIL _ AW)UN1 �... f. � l a r-- i i I ..;�rT TO: ACCWNQNG pEl1VERY TICKET 'GPGEP of yl^EW lJm„R[, ?ea•ases Imunirr- �u�tuAN , DELIVERY TICKET ENT To ACCOUNTING V 1"'.�+- sh* y ew �\Y' �lortlxl iTONRWA " aes•lese sas t000 B ru.wnebioP co"" am j 19151MFtE EyHKJHWAY RENTON.WA 99LRSS I NgNE qAN•. H EAVE JOB rrr. j _ µPRIF;OB. wTE �.yr IEAYE PIANL RANI DELNEPY\EYEFT ND SW LRLL v"St. .; . •]rdEP NAPE 1' CON.,I 1� .eunrE86 l� J UVH1�. _ NFNTIIu I I R • l .. I It, 'yE SbN 1�rEI a 1i' I 200 NET 9Yp11L5 '/B CRUEJI TOP Iv J•J IHWII•ILIIIHL ,>iNd l� I � e r i PED Pv RuuEE- AEYOYEfl MFk.aka racA�Y raft uYv 4U8TO7AL I _ DPDE H�YLEss t1-F\IYRE's�1Y COILM wkfliY CYl3EO EV _ T D AOk tOnie REM pIMM'ARk'•` flY•vWFNr dMN p[t WERv OE Ys\ERIYI 1f'..O MN 4/sm[[yy[YSFP BALES TAIL It"DE D�SPAIQIEP II �OrNYXflW1R �YNwrR+M' tA%CODE ! ti m sn ..ov.. --- TOIAL -- T - °'��____ AIAi NI _ I RTNUUVALXLS ITEM 61-ASPHALT M DUVALL 12JIM MA SEGALE TKT N 41®EPS - 5 TN MA SEGAI.E TKT N 419E92 9 1 N MA SEGALE TKT N 419707 4 TN 18 TN LESS ORK41NAL BID OTY. -10 TN CNET ADDITIONAL ASPHALT 8 TN ITEM 42-IMPORT MATERIALS__ 11,21/94 MA SEGALE TKT N 287888 23.00 TN MA SEGALE TKT N 288312 23.70 TN 11/23/94 STONEWAY TIC N804625 2308 TN �. 11/29M STONEWAY TKT N 805046 2173 TN STONEWAY TKT N"154 21.Bg TN STONEWAY TKT N 805199 24 58 TN STONEWAY TKT N 805408 25.62 TN STONEWAY 1 KT N 805414 13.40 TN STONEWAY TKT N 80544k 28.74 TN STONEWAY TKT N 8D5375 28.10 IN 230.28 TN LESS CSTC(6) -80.38 TN NET IMPORT FOR UNSUITABLE 149.90 TN ITEM 83-EXPORT UNSUITABLE 11M/94 PBC TRICKING 3020YD W.0L TCY I M22194 PBC TRUCKING 3@20YD 80.00 ICY I 11/23094 PBC 1RUCKING 3020YO 60.00 TCY 11 QW4 PBC TRUCKING 3.W0YD 7000 TCY I I MOM4 PBC TRUCKING 45@20Y0 90.00 TCY 340.00 TCY LESS BID ALLOWANCE .100 00 TCY NET ADDITIONAL HAUL. 240.00 TCY ITEM 04-ADDITKMIAL QVIENIEO t 11Q2-11/30 SUPERINIENDENT 380,00 -i OPERA;ORi1) 340.00 ' I ABORERS 800.00i FLAGGERS 384.00 EXCAVATOR 30000 HOE PACK/LDH _ N/C TOTAL 2064.00 I I r I I Page i ��I I as r , 1 � A , o:- w PIVETTA BROTHERS CONSTRUCTION,INC ' • • BOX 1000 PROJECT - . OWNER CITY OF RENT ON CONTRACTOR r ,1t . 1 #4 SOILS • • ., LS 2064CO 2,084 0 .: " pSUBTOTAL . CONTRACTORSTOTAL }. 1• �� - � I Rom•'. 4(1 Page I �. t gyp •�.� � s r If rwu h` i I 10:10 FIJ07T EIROS. CDrET. PIVBTTA BRO'! = CONBTRDCTION, INC. P.O. BOX 1066 7 1511D CORRAL AV.71DE 8007E REBT, NA. 98035 OFFICE: 854-6872 FACSIMILE: 859-5690 PAX TRMBNITTAL DATE: TO: ATTENTION: K17C�N M FROM: FAX =: L '-LSi 11 RE: •�4 "'L� NO. OF PA(W: Z 11CLUOES COVER) MF{SSAOE i i t i i i Ii i F y - -" JrN I •95 sot 11�fuT1TT67b'.'_ •.��--_ ,-- '9.z2"'�-- .. CITYOFR �rrox Public Works Department CONTRACT CHANGE ORDER AGREEMENT I CONIRICT. S.wiury Smw UWIAtiwc,Jhvdl Ave NE k Shutu:F Ave S, C.O.► I i f'ApAe-119 'ONTRACfOK: Pivma 8rodl ers Canscvuion Co.,Ix. SUMMARY OF I•ROPASED CII.ANOr: I t i Fnrce ACWunr OuandLt "u P i.e i 1 $6,546.43 S6,Se6.47 Sub-Tad Amount: ib,Sa6.s3 Wnsuiustun Stitt Sala Tu: IMAI I Champ Ord,tr Nr..I Tnal! $7,093.0 ,I 7hLc Chsnec Ordu is a result of uw V t`"till"I'in 01 mw of Dmvdl Avcnuc NE This ata cast co.em addi:ctnd b%e Al wecrid,uphalt,removal of unsm4Wc mitetial,equipment and liter(am utsc6od cost summary) mmaw CCUMIACT 1 CUpACNT CONreKT ea7PU7W HR C7I.WGC ea?W�tea� NNIMI 5— ;T 7 TI7tY OeDatt0 wrK MIR elWraa ,� Sad fA7 a S1fltlGEiBRS: 1��O�Cr,,r,�7p1L4us (/\\\ll uw i 'i Pryer Ed Nut .inroved By Dw x rosslat:upom ' WASTEWATER UTILITY CIP COST DATA AND INVENTORY NAME OP CITY d PROJECT PROJECT WWP- �2-Z155 1 4vr I.IE - `Jwtrr.+�r A.K 5 NUMBER ----- 'TO. City of Rcnton DATE: -JA�. 1- 195 s Plan Rc�Icw Saturn r PlanningfBukIJmg/Pubbc Works 200 MM Avenue S,ulh Renton.WA 98055 Per the request of the City of Renton,the following information is furnished concerning tests for improvements proposed to be installed for the above referenced project. I NE'V SANrrARY SEWER SYSTEM ABANDONED SANRARYSEA SYSTEM- L rAth Sot, - T" Lagth SSA - Type _lam L.F.of J-y, SEWER MAIN '.F.M SEWER MAIN - L.F.of _i SEWER MAIN LF.of _._ SEWER MAIN �r Ll.of SEWER MAIN L.F.of SEWER MAIN LFO _ SEWER WIN I_F.of SEWER MAIN FAof _4�e DIAME TER MANHOLES &ktg DIAMETE R MINHDLES EA of DIAMETER MANHOLES EA., DIAMETER MANHOLES •' j Work Otw NO cw S pp Projca Mrnger blay phonon (SIGNATURE) � � form/COa'rDATI rr.:mk l , 1 I 1 �a f i Y � I I 1 { z i -I R 4x2 x yi*�a - } •S a 4- ih L y 15 .SYJ ,.3 rr i eP TA • J9+ 4i� JeN-..,...:_ -. ._ �_.._,...»x..... .M.r«�zv,.; 6RMN64L.1 JIWIBN'•MYY1M.w .__ ..... ., s. I R Ji JWELRR JOB COST DETAIL RFRpiI {or Rerf otlx: 9412 01/16,% 10:26 Page 28 Job: 14014 MISC E 0^9ER5 Mgr: CNq ISTEMSEN R e. NO:I- Mgr CMRISTENSEN Bu09et:, 92,445.% �./re.... 4a NG J alas �tR " S m 5, f.5'F MCYRs( ,1f nMRT / 4- Ir date Dmn t Debcr AcC.l W.I. labor 8~,tM Va r Material E", Other SxEmtat EOcuE Totet RRverMe t ...... -------- ..... ..... ._-- ----- .... _ ._... ........ ..... .... ........ ..... ... . ....... Fu t. 5160 PRELIMI44Rr DESIGN/EMO 071311W CMRISTENSEN 401 535 20AD 322.39 159.58 01.97 481.97 08/31/90 CMRISTENSEN 401 535 11.W 1&.65 91.40 276.0 276.05 10/31/90 BENOI3 401 535 1.W 14.63 7.24 21.87 21.87 11/30/90 BEMOIT 401 535 3.W 48.52 24.02 72.54 77.54 12/31/90 CNRISTENSEM 4D1 535 13.00 242.68 120.13 362.81 362.81 03/15/91 BENOIT 401 535 2.00 34.52 15.15 49.67 49.67 03/15/92 CMRISTEMSEN 401 535 5.00 116.28 49.07 165.35 165.35 04/15/92 CMRISTENSEN 401 535 11.00 232.56 Po.14 330.70 330.70 04/30/92 CHRISTENSEN 401 535 11.00 232.56 Po.14 330.70 330.70 05/15/9B CMRISTENSEN 401 535 9.00 190.28 80.30 270.59 270.58 05/31/92 CMRISTEMSEN 401 535 5.00 116.28 49.07 165.35 165.35 06/15/92 CNRISTENSEM 401 535 10.W 211.42 89.22 3W." 300.64 %130/92 CMRISTENSEN 401 535 7.W 147.79 WAS 210.44 210.44 07/15/92 CNRISTENSEM 401 535 8.0J In." /4.% 252.60 252.61) 07/31/92 CMRISTENSEN 401 535 8.00 162.83 68.71 231.54 23 .54 08/15/92 CNRISTENSEM 401 535 ID.CU 2".25 103.0? 347.32 3A7.32 08/31/92 CMRISTENSEN 401 535 600 88.8. 37.48 126.30 126.4" 08/31/9? JEW 15 CHRISTEM6EM 411 596 3257.40 3257.40 325) 40 �) ' 09/15i92 CNRISTENSEM 401 535 7.W 155.43 65.59 221.02 2I1,@ 09/30J92 CHRI STENSEM 401 535 8.00 177.64 74.96 252.W .5 .60 R. 10/31/92 CNRISTENSEM 401 535 3.00 66.61 28.11 94.72 fw,..• 11/15/92 CMRISTENSEN 401 535 3.00 73.28 30.92 104.20 1C4.71 04/30/93 Ma6S0N 401 535 3.W 60.36 27.95 88.31 Otl.31 05/15/93 xOBsOM <01 538 8.00 17.05 51.97 259.02 259.02 05/31/0 MOBSW 401 535 17.00 342.03 158.36 SW.39 500.39 ICI 1O/15/93 i,JB50N 401 535 2.00 41.03 19.00 W.03 6 A3 II 10/31/93 xO85pl 401 535 2.00 45.13 20.90 66.03 66.03 11/30/93 HOBSOM 401 535 I.W 20.;9 9.72 30.71 '0.71 12/15/93 MOBSm 401 535 1.00 20.52 9.50 30.02 30.0 xOBSON 401 535 7.00 145J2 70.67 216.39 H(BSON 401 535 4.00 $3.27 40.39 123,66 HOBS'JM 401 535 11.00 240.44 116.61 357.05 mmsm 401 .35 24.0 5A.59 254.43 779.02 xwsm 401 535 1?.00 408.75 198.11, 6 .w mmB (A1 401 535 18,01, 393.44 1W.82 554.26 NOBSOH 401 535 8.00 160.29 n.71 238.63 Hoesal 401 535 19.W 415.30 201.42 616.72 xnBSOH 1.01 535 18.00 393.44 I90.82 584.26 "%SC% 401 535 9.00 216.40 1".95 321.35 NOBSON 401 535 13.00 2&.15 137.81 421,96 H%SON 401 535 1.J0 21.86 10.60 32.16 11 AZ17 401 535 14.61 14.61 4 xNSN 401 535 5.00 IN.29 53.01 '62.30 � 1 #all 1 i t x _ xfi F Aim*�'Y♦ Y •ai�ii�YYlYiWw.n-�..._ �.�«.ry I�I�t�� ��i1FYPM+Y1N1K110YY1 � 1 i f 1 JCDETRP JOB COST DETAIL REPORT For Pan DJs: %12 01/16/95 10:26 Ps9e 29 Jab: 14014 MISC SkWR PURCHASE ORDERS AS, CHRISTENSEN 90: 45%5 MISC. S:N W'S-PED Mgr: CHRISTENSEN Budget: 92,445.94 Ir date V^.V-rt D.ICr Accovl[ Hours LNt*1 G.fltN Va r Nxtanal EWip OtNar SbtotaL EHcuE Total LaN�Kw i ....... ..... . ._.. _... _.... __..... ------ -------- ..... ._... -------- ------ ..... ......- 1 err KOBSi% 401 535 5.00 109.29 53.01 162.30 •Fnct 5160 352.00 7654.6C D55.63 14.61 -3257.40 7667.4r 7667.44 TKA� Fonda 51% FEES A TAMES 02/14/94 109W4 K C OFFICC OF 121 596 253.61 253.DO 253 W 02/28/% 10%54 K C OFFICE OF 421 5% 273.00 273.00 273.00 { •F.t 51% 1 526.00 5Z6.00 526.00 Fnct: 5200 FINANCIAL ACTIVITILS i 12/28/92 92-12-113 92 UTIL CIP 000 532 1408.7. -1408.75 75 12/28/92 92-12-113 OF STAFF 7-9 4,11 535 1108.75 1408.75 1 75 •F"t 52W .00 1 T"t: 5220 INSPECTION f7 OB/15192 aINCNAM 000 53i 11.00 286.01 120.70 406.71 406.71 06/15/92 THWSON 000 532 14.00 248.15 104.72 352.87 352.97 08/15/92 A274 000 532 16.% 16.94 16.% 08/15/92 AM ON 532 13.31 13.31 13.31 09/15/92 PINKXAM 000 532 .9.00 401.69 169.51 571.20 571.20 W/15/92 THO1PSON I'M 532 �.00 16.11 6.80 22.91 22.91 i W/15/92 A274 ON 532 4.24 4.24 1.24 d W/15/92 AZ9O %0 532 20.57 20.57 20.57 1 A290 000 532 29.6L Z9.60 PINKHAN 000 532 10.00 124.25 1%.B1 124.59 3,b� KOKKO 000 532 5.00 153-01 74.21 227.22 2W.51 DINCXAM 000 532 7.Ofr 153.01 74.21 227.22 ]i7.8 vp.•" •F,..t 5220 67.00 1W.80 642.21 b..66 2174.67 2174.67 F t: 5330 NtMI-LABOR 11/07/91 57469 CEMENT/ELL/WS 421 5% 44.31 K.31 12/31/91 57469 CEMENT/ELL/WS 471 $96 -44.31 .K.31 III 09/04/92 60M 101 535 10.95 10.95 09/14/92 093225 CITY Or RENiOx 401 535 10.95 10.95 10.95 �p 9292 W838 421 535 172.58 -10.95 11350 INV. 7285 SIFAL 421 5% 1]2.58 1 113803 Fa80 GPAvx¢s 421 s% 172.58 tRsB I t i i JCDE*RP JOB Cps} DETAIL REPORT For Peri9s: - %t2 01/16/'S 10:26 PARA 30 JW: .4014 NISC sww PLMtCM6E ORDERS ISTE CHRI STENSEM Y0: 3063 N1BC. SFY PO's-v{p Ngr; CMR IS}ENSEN Bu.Beh 92,445.94 Tr Wte .. .... D9cuent Deacr Accent Hours Leber Be AfitR VeMor Nttert Al E4iP Other sWtotel EnctrO total RavAgJe 1 ...-... ...-. t IMP. n85 SML 421 5% - ---- '1 JE 11-w 421 5% -- -. -t n.58 Anse JE-lf g9 421 5% . M.00 1238b.40 G0 /2b.40 •fun, 5770 14 70.9E 133.53 '�-10.40 1481.93 1487.93 fv¢L; 5430 SERVICES CCREEK YAM} 1 W/24/91 56283 HOOEY CREEK M 421 5% I 10/31/91 0841i6 WATERSHED DYM lb >% 1000.00 1000.J0 9 12/31/91 5620 HONEY CREE': S} L21 SVC 641.74 647.74 607 74 01/01/92 562M MONEY CREEK S} 421 5% � 01/10/92 562e3 HONEY CREU ST 421 5% 352.26 352.26 74 C1/SO/92 i9010 Mt `O-p48 ADP 421 5% 352.26 -352.26 . 26 02/10/92 M7340 .IAi'4: So DYNA 421 5% 14352.26100.00 14100.00. 02/24/92 U878p1 YATERSHcu DINA 421 596 352.26 64 352.26 352.26 02/28/92 59C10 GG 90-048 AM 421 5% 413. 413.64 413 64 0 /2 /92 562C3 HONEY CREEK S} 421 5% -413.6G 413.6<03/23/92 OBBb13 WATERSHED DYNA 421 5% -352.26 -413 352.2664 93/31/92 5901C CAD W 048 ROD G21 5% 2311.15 2311.15 04/30/92 59010 GG %-048 ADD :21 596 2311.15 08/31/92 JEC8 16 CADER WATERSHED DYN G21 5% -2311.15 -2311.15 DS/23/9< U731 GG RSH075 CND 421 5% -113n.21 -11375.21 %/13/9G 112806 N -1413.6< -1413.64 1413.64 %/30/94 Wni CRAG t9944D035OCEO 421 5% 823.28 <b5,78 4355.78 g23.28 823.23 07/11/941l bz< HAM14KND, COLL 421 5% -823.28 -823.2e O7/St/94 80731 GG 94-035 CED 421 59,. 264.30 266.30 823.28 OB/15/94 114808 MANKIND, COLLJ 421 s% -264.30 264.30 08/31/94 80751 CAS 9<-U35 CED 421 5% L26.8. 426.84 426." 09/12/94 115874 MANHOOD, COLLI 421 59 426.84 -426-M W/26/94 W919 INV. 7281 9/02 427 .`% 8:7.26 957.26 63 48 M/26/9'• M055 INV. %cg75 9/ 421 ;% 150 M7.26 O'/30/9/ 80751 CAD 94 035 CED 4215* .G8 6342 . 63. . �. 150.42 -$57.26 -857.2 10/31/94 839}9 INV. 7281 9/02 421 5% 63.0 /501s 10/31/% 86C55 INV. V468n 9/ G21 5% 0.48 -150.42 -150.42 •Find %30 -63.48 63.48 6310.37 -1413.64 48%,73 2014.10 6910.eS Finch 5<60 SERVICES CMTRACI JR 1 09/02/92 65415 SAW SEW REPAIR 421 596 -T.Ar 09/14/92 W3342 KOHL ERGVATIN 421 59e 29604.56 29604.56 79604.56 29604.56 29604.56 MAo.NCep M du c o.i c Gtc- UVVMT .YC AY.1+ nEr,NJ ey , .54K,z- saGC T+H6 �Ww QQ * 351B 3l ""+eJr Te i;llr G.T �C3. -_rIAL i q C � rrE v -t'.41L l r�Jl� 7T� JCDETRP JOB '105T DETAIL REPORT For P9rlada: 9412 01/ib/JS 10:26 Pepe JI Jab: 15W RISC SEWER H.'RLH4o Mqr: ISTE SEN llNSEM W: <5065 RISC. SEW Po' �Db MRr: CNRI$iEM$EN BWBtt: 92,445.94 it de-e D9na , D.scr Ut.t Hours labor NeneElte Vevg9r IMtarl•'. F"'---- '----- --- _ wiP Other SWtotel ErruwR iobl pevarve ....... ..... ....' _ ___09/30/92 71340 SNM.SEV REPAIR l$1 5% .04.56 ...56 02/26/93 11}40 POTELC BEN Pql 421 5% -29604.56 -296W.56 03/08(93 098]OJ POiEL[0 INC 421 5% 11299.16 11299.16 11299.16 O3/31193 71340 REPAIR BED PRI 421 5% 1129V.16 11299.16 06/02/93 72238 421 5% -11299.16 -11299 16 06/14/93 101523 DEEDS, JAY 421 5% 555.32 555.32 555.32 %/30/93 T.i38 421 5% SS5.12 $55.32 •runt 54" 555.32 -555.32 41459.04 41459.0G 41459.04 E0119F 6515 SERVICES 7f,s-mCTOq 2 ' 10/Ct/92 65G51 Ixv 09I6.f�MNNN G21 5% 10/12/92 M259 KOHL EXCAVATIN 421 5% 1084<.23 10844.23 106kK,23 10/31/92 65451 INV 04]68-MNH 421 5% 10844.23 10844.E; 'Evert A70 108G4.23 -IOU4.23 ' 1t Ev1ctr 5510 SWV 1D644.23 10944.23 10/li/% 80 Bo33 OUO 532 10,131/90 XNaRIS oli 532 3.00 44.28 21.92 137.14 137.14 132.14 10/31.90 PHELPS 000 532 3.00 43.89 21.73 66.2P 66.20 t 10/31/90 ROEX DOO 532 3.00 .4.28 21.92 65.62 65.62 •Evict 5510 66.20 66.20 •VO 45065 9.00 1L n 65.51 13?.14 335.16 135.16 •Job 14014 428.00 9034.r- 4163.41 59323.17 236.41 3372.& 69185.20 2014.10 71399.30 428 M 9034.85 4163.41 59323.12 216.41 -1322.64 69385.20 2014.10 21399.3C it I 2 rr J jl D • MY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEh10RANDUM DATE: January 24, 1995 TO: Margie Da lr, FROM: John Hobson lAA- SUBJECT: CAG-94-119 SANITARY SEWER INSTALLATIONS;DUVALL AVEUNE NE and SHATTUCK 4VENUE S.-Final pay estimate Aasched please find the toilowing documents for the processing of the final pay estimate for the above-referenced contact: 4 Copies Notice of Completion of Public Works Contract 1 Copy Agenda Bill (January 23, 1995) for Council's acceptance of the project and pay estimate I Original Final Pay Estimate 5 Copies Final Pay Estimate 1 Original Change Order No. I Please call me at X-6179 of you have say questions or mod additional information. Thank You! H:DOCS:95L )on pa AmraoKaa a ( r i CITY OF R£NTON t.. JNCIL AGENDA BILL AI#. iumnimng D.w Planning Building,Public Works For Again,oc exp Dr.eNm.. Wastewater Utility January 23, 1995 Sv9 Co.1___ Gregg Zimmerman A,.d Sums John Hobson Ixelrel C......__..—... C Sulgttr. P M.Hearlq... CAG-94-119 Sanitary Sewer Installations; Duvall Ave NE and C„rrr:p,nbeoe.. Shattuck Ave S Om,naw,.......-. CONCURREN c Ra-rit............. DATE Old Bu,,.......... 1 Ed bin: Nay Buamu....... MOVE A. Pay Estimate#1 (Final) s.wy saniay....... B. Notice of Completion Ire.......... 1 ReconyrcMad Awn. Oppmvtls'. Coancd concurrence to, approval of project t<gd Dan,. and till pay estimate F;n.�a tkn. Fvui Impn: ExpeMrwre Raqunad.. $ 40.903.31 Trnn�mr/Amndincn; Amwm ewgarm_. _.._ $136,678.58 lk nu Toul Fm}cr Badger S 43,000.00 Cm smrr T.1 Construction began November 21, 1994 and was completed December 15, 1994 1 The original contract amount was $33,820.07ond the final contract amount is $40,903.31. A cost difference of $7083.24 was the result not h-mg able to rQtilize any native sods on the Duvall Avenue North port,on of the project All backfill material had to be imported. Funds for this project came from the Wastewater Utility's Small Miscellaneous projects a( aunt. sun aaao,nrnawuon The Planningi Budding/Public Works Department recommends the project and fine, p..; if estimate of 539,013.14 be appror,ed and paid. If after thirty :30) days no liens or claims ,k are filed against the project, it is recommended that the 5% retainage in the amount of $1,890.17 be paid to the contractor. H:DOCs;9 4er):IDH:ps J f n. YM ,.it% � e Y-. i COPY CITY OF RENTON COUNCIL AGENDA BILL AI#: sw: D,a: PlanningtBuildingiPublic k orks For AeenW or: Dep,Dn,ao.m.. Wastewater Uduty January 23. 1995 sun[nm.r•_.. Gregg Tmracrtmn A,nat Suw _ John Hobson Ixenm r,�m_.. . .... X Sab,00c Ntilx.nearma CAG-94-119 Sanitary Sewer Installations, Duvall Ave NE and corm,.-,wore.. Shattuck Ave 5 owonm:...__..... ow Dinuie. F.shihim A. Pay Estimate#I (Final) Mwr seon.o ._... B. I'miu of Completion lotovo.a,o_....... 10.«oni Ann. Apprvrah. Council concurrence for approval cr pmject ream De,...__.. and final pay estimate Finns Vim F,.l - Ea,WsireReiildl . S 40,903.31 Tr.o m•,s.,,,,d,am_... Amwm Bweerd.. ...... $136,678,58 Rrmoa T.(t 43,0(0 00 t,n sn„m Tom Proton SLnua nt Actium ` III Coo nstruction began November 21, 1994 and v.as completed December 15, 2994. The original contract amount was $33,820.07 Pnd the final contract amount s $40,903.31. A cost difference of $7083.24 was the result of not being able to re-utilize any native soils on the Duvall Avenue North portion of the project. All backfill material had to be imported. Funds for this project came from the Wastewater Utility's Small Miscellaneous projects account. Sun lfoo aNruun. The Planning/Building/Public Works Department recommends the project and final pay estimate of $39,011.14 be approved and paid. It after thirty (301 days no liens or claims are filed against the project, it is recammended that the 5% retainage in the amount of S1,890.17 oe paid to the contractor. N:OD('S93-0Je:1Dn'.ps E. 1 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CON,RACTOR: Pivetta Brothers ESTIMATE NO. 001 1 CONTRACT NO.CAG 94-119 (FINAL) ` - PROJECT: Sanitary Sewer Installations; Duvall Ave. NE 8 Shattuck Ave.S. I. CONTRACTOR EARNINGS THIS ESTIMATE $37,8(i3.43 2. SALES TAX @ 8.20% $3,099.8P _ 'k 3. TOTAL CONTRACT AMOUNT TN:S ESTIMATE 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. 'EARNINGS DUE CONTRACTOR THIS ESTIMATE $35,913.26 6 SUBTOTAL-CONTRACTOR PAYMENTS $35,913.26 7. RETAINAGE ON PREVIOUS EARNINGS $0.00 8. "RETAINAGE ON EARNINGS THIS ESTIMATE $1,890.17 4. 9. SUBTOTAL-RETAINAGE $1,890.17 10. SALES TAX PREVIOUSLY PAID $0.00 11. SALES TAX DUE THIS ESTIMATE $3,099.88 12. SUBTOTAL- SALES TAX $3'099.88 --- 1 (95%xLINE f) GRAND TOTAL: $40,903.31 " (RETAINAGE:5%) FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOP (Lines 5 and 1 ): ACCOUNT 421/400/18.596.3565/45065/a5065.15160 $39.013.Ia 1 $39,013,14 RETAIPED AMOUNT(Line 8): 1 890.17 N 1 AG ,OUNT 421/400/1P 596.3565/45065/4506c- i460 $ _$1,890.17 i TOTAL THIS ESTIMATE: $40,903.31 CHARTER 116, LAWS OF 19. E 1`u('F•� CITY OF RENTON CERTIFICATION TNF u y NAT NED ATEM E -r c nrr uwDER iEn.v N' 'VE0.tt,Rv.MAT 1K MATERIKSXAV[BEEN,VRNISREM NE $f RICES RFADERLM OR TIE IAIDD FENFOIWED AS CESLR,PEM NERFIN.ANDTIA:TI CG ISAJ 1, .VDUVPAW I GDlgAipN/.GYFSi iNEC\YDR \wil'W 4NT MD TO AV\NEN.V ANDC \I PE1yO'LID Sgned. 11.. Printed On: 1.111/95 City of Renton Public Works Department Page 1 .W .a .y, A .w S 5-2155 1994 MI SC. S.-VLA= SEDER PE3= - Ccnstr. Contract Doc. 6 PnvN ll„ra,M [t1'JMmP�Nt YaY,M1CFMV4 ,.yF, Pb Ftlev�a "bary pa fIb'Ipm unx W,au' Vmun u iM � leu. f m, sbry ,s �o t,aWW Ym ,W t,coom ,W t,.tWz mo a�or..co„yn�. �s ,o lnnrw Wm ,m txnrW am tW.TJJm IXV :MqF 11u`Nu., .1 �0 %.Y6U bw ,w %aYU ,W %wo shun Yw tI,NUU 01. x]�L4. .a Ym fJ WBY %,MfY In.i Wm YO Ym J� SW.9.b J� i 1 , I n Stata of Wasmnpmp Reg.No_-__ _—.----- 'a pyarinxenl of Revenue ` Date_ j Audit rocedures 8 Admirvslrrtion -- 0 POL,47414 Olympia,Wastengmn 98Wt-)04 1 `t NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From DEPARTMENT USE ONLY < City of Rente., Assigned To 200 MITI Avenue Suuth ----- -------- Renton WA 9805i-2132 Dale Assigned I. Notice is hereby given relative ID the completion of contract or protect described below Description o'Contract Sanitary Sewer Installations,Duvall Avenue NE and Shattuck Avenue South Contractors Name Pivetta Brothers Construction Co..Inc. Telephone No.(206)8548872 Contractor's Address F O Box 1066.Kent,WA 98035-1066 Date Work Commenced 1—Date Work Completed Date Work Accepted November 21. 1994 December 15. 1994 January 23. 1995 Surety of Bonding Co North Pacific Insurance Cc Agent's Address Hurley.Atkins&Stewart,Inc. 1800 Ninth Avenue,Suite 1500 Seattle,WA 98101 Contract Amount $31 257 00_ Amount Disbursed _$39.013 14 i Addlons or Reductions $6.546.43 Amount Retained Sales Tax $3,09988 Total $40,903.31 Total 1A0.903.31 By (Disbursing Difaer) Phone No. the Dial, rc,,U!acp�must cpmpiale and mauTHREE copies of 11ua nabIX to the Depanm,M of Revenue.Olympia.Washing4•• 985N-1474 mmit,duipi aeer acceptance of the work done uMar V4 contracl NO PAYMENTS SHAD BE MADE PRON1 RETAINED FUND until repeat of Depanmenh plea a,and tMn only in accortlance weh sad xndiute H DOCS a t029 JDH pi; r I L _ s CITY OF RENTON Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: Sanitary Sewer Installations,Duvall Ave NE&Shattuck Ave S; C.O.M I i CAG-94-119 CONTRACTOR: Pivetta Brothers Construction Co.,Inc. 's SUMMARY OF PROPOSED CHANGE: Force Account Ouantit Unit Pric C � I $6,546.43 $6,546.43 i Sub-Total Amount: $6,546.43 Washington State Sales Tax: $536.81 Change Order No. 1 Total: $7,083.24 This Change Order is a result of unusable native soils in the area of Duvall Avenue NE. This extra cost covers additional backfill material,asphalt,remo,al of unsuitable material,equipmem and labor(see attached cost summary). 1 ORHrwA cOHiRACr CURREHr COWRACr ESTWATEDNLTCHANOE M1N1ATEDC0=Cr AMOUW M10UW THIS ORDER TOTAL AP CHANGE $33,820.07 $33 820.07 $7.083.24 $40,903.)t S1GNA7j'UM ; 1 Commctor: _�jy0, _ --- Due: 1 13 hs , Project Engineer: ___--- —— Date: r I Due: I 1Y Hwe„ H:ROMIRA:HG-ORD a Ir..� ie i s_• r CAG-94-119 Sewer InsW ations far Ave NE aid Shattuck Ave S Pive.ta Brothers Construction Co.. Inc. CHANGE ORDER NO. 1 ITEM UNIT QUANTITY UNIT PR-Cc CONTRACTOR MARK-UP I (20% materials/15% labor and equipment) i Asphalt Ton B.00 $120.00 $192.00 $1,152.00 Select Import Backflll Ton 149.90 $15.00 $449.70 $2,698.20 Export Unsuitable TCY 6i.02 $9.50 $153.94 $923.63 Equipment/labor LS 1.00 $2.064.00 $309.60 $2,373.60 SUB-TOTAL $7,147,43 City Cost for Re,ilacing Stee;Plates l5601.001 SI/B-TOTAL $6,546.43 Washington 4Su.te Sales Tax $536.81 Change Ord^r Nam. 1 Total $7,083.24 i Page 1 4u f�r MIN , mid I it�ID PIVEITA BROTHERS CONSTRUCTION, INC.P.O. Box 1066 DJE44ER OF IMMSOMMUL KENT. WASHINGTON 98035-1066 Conti. Lk. OPIVETBC162DK i Fax (20 5B 72 I 6) d59569D "+^�• , TO 7CJ . 1 A 55 _ WE ARE SENDING YOU ❑ Attached Under separate cover via the folloedn{ft.: ❑ Shop dni ❑ Prinks ❑ Rant ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Donn Dan rro. ssarrtiou THESE ARE TRw ISMITTED as chocked bm"; O For approval iJ .Approved as submitted ❑ RnubmK_copies for approval KFor your use ❑ Aps ..ad a noted ❑ Submit copies for distribution > ❑ As r uestW ❑ Returns! h'corrections 0 Retum_conected prints - - ❑ For ra Is and comment ❑ _ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS_ I — COPY iV d6 p SIGNED t ao 'o`^`c^�^,.c�a•'a*rs'w.w.co+.. : � _ 4 • I •RE EIVEU-'�•f 2 5 0 AFFIDAVI. OF WAGES PAID I 2 Pre ilin}W.ae PO fb,qNe �. (Rympi.WA 98IN 4W Public Works Contract I THIS FORM MUST BE TYPED OR PRINTED IN INK Filing Fee R�qWfed $25.00 • Ia'6..bad nunxm m•ri�mnm.wv,on hd of ram. -- 2 w�.rn Nmn 1 }. ti«w.•1�I«.«IY«I,nl«�.«w•rfiNYq�«�wlw«.«ArYa Duvall d Shattuck Avenue ALL FORMS WILL BE MAILED TO THIS ADOBES$� o«mn• ��,�— 1 a•..,.v�.mw.ae�.,�„ am.• CAG-94-119 1/16 95 Pivetta Bros. Construction Inc. MY of Renton PO Box 1066 200 Hill Avenue So. 3 r 3uai i Kent WA 98035 1066 / �t0n, WA 98055 _... ......_... . . . 1 rTi«s as«n«dr n9 Renton I. IdI('s,ar Rer�«,«pn Noe.m o.i•m v..•wx.e n.u.ut mnpyy Pkvetta 13 a Omatrsact-im, Znc 488,626 00-3 10/4/94 10/10/94 12/9/94 I mmumlaa mnv v.i««r of rvm m,am, _r $ 34,400.00 3 CYafvn&/* L 4 N—W, 5 T«.I•hn 6 R..e of 7 R.m of Hmdr 8 Nw«aim= a Wohm wadma-u«.de H.d'P., fninael r. ....... 57 ......... )._..22-41_"i............ 5-81..-�1 . er Pipe _... ......_......_.... 1. ..._57 19.62 Topma^ t 57 ' 19.14 - 4,q5 I 2 89 I 14d¢ 4 1 _—. ..__...__................. -...__........._.___ I __ s__ ._.....__..........._.. ..- .__ .............__._............ �..�,.—W_�..-a 1 ........ y.�......_....._ .. ...._..._... ...ems--_..,�_.—_.�__._.__) y 1 eerenr.ary W ue.R.e n/um,an v mrren.nn Nn.0 wh�.1 9 �enT«�Y�« q.dn....ww ne r•x..uN n^" v!• Plvetta Brae t++,.rt T ns,__ion. r«• or L.Mn.N InMnnn I Wew�tl Nn oo-�v«wn.ne.+M.x Rw.Jn• a.m M mtm.�„o.op.r PO B= 1066 r.m..�M r�'•�wf-.....n...n we«n 1e nw.sex.ax.,v,m�.w -alm�w�aewy.n,as..ta e�ve..a� xcw fs is use +r .m 10 NOTARY: compemm4mpkd.ndm Hmewh Renton WA 98035-1066 sahm�hed.w.wv ml:f«e m<dv,a.m. r,avm�•«an eapinam (206 ) 8 , anmria, ----m--- 488,626-00-3 January 16, 1995 �97 s, m rdR w «ITa a Washingtm President «vm OrY NwiEr. / Aeuni: ' Iw sr. � QL-I CER"FED: Department of Labor and Industries .whF T- � b b11.. rmddav,mr..sw. an pv.rs aa►.W �-a.«a«,�r va n.,..c�.�...., wa..,e ..�.....,. J ♦ f. a ,. i L . SZZ Mnt�i2oEF AVE bg TO: FINANCE DIRECTOR ` 1TAey �Ew�2St NC -r>.wc A% A C_14ALV6 e ORJL FROM: PUBLIC WORKS ADMINISTRATOR -m T+S 1%wE-T CONTRACTOR: Gary Merino Construction Co.,Inc. ( 005 CONTRACT NO.CAG 94-097 ESTIMATE NO. (FI (FINAL) PROJECT: Talbot Hill Phase I Water Main Replacement Proj.WTR 27-2126 1. CONTRACTOR EARNINGS THIS ESTIMATE $4,600.00 2. SALES TAX @ 8.20% $377.20 ,A. TOTAL CONTRACT AMOUNT THIS ESTIMATE $4,977.20 4. EARNINGS PREVIOUSLY PAID CONI R.:-'FOR $319,902.47 :_, , 5. 'EARNINGS DUE CONTRACTOR OTAL— 00 6. ESTIMATE CONTRACTOR PA)MENTS $324,272.47 "• 7. RETAINAGE ON PREVIOUS EARNINGS $16,836.97 8."RETAINAGE ON EARNINGS THIS ESTIMATE $230.00 $17 06697 q SUBTOTAL- RETAINAGE . , 0. 3. _cu TAX PREVIOUSLY PAID $27,612.63 11. SALES TAX DUZ THIS ESTIMA. $377.20 _ 12. SUBTOTAL- SALES TAX $27,980.83 (95%x LINE 1) (RETAINAGE:5%) GRAND TOTAL: $369,329.27 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): Final ACCOUNT A21/503/18.596.34.65/55275155275/5460 $4,747 20 p S (Final) 421/400/18.596.35.65/45065/45065/54G0 $4,74720 RETAINED AMOUNT (Line 8): ACCOUNT 421/500/18.596,34.65/55275/55275/5460 $230.00 # 5 (Final) 421/400118.596.35.65/4506514506515460 _ $230.00 TOTAL PHIS ESTIMATE: $4,977.20 CHARTER 116,LAWS OF 1965 CITY OF RENTON CERTIFICATION �.THE uHOE,Ia,GHEU W R lr M.,HE L.+GEN K."I pTH,Vrtr.n TTHE UATE , s1UK 9EE1FWWsvEo.THE sT.11EI HEry EA OR THE Uuu11 VEHs011MEU.ls riE S H,BEU HEREIN.wvU nui IHE CVJGrs Wr wYu uvvuu Q#Lliiwi171+wJwlHii ME UT' -HF wNu n4f wM I.Jnlun'tEU ip wU1HEM11C11 w1AGE il[l "y���/�/�� Signed: 7uO — r- eclt nl !*( Printed On:7/24195 City of Renton Public Works Department rha lef Page 1 Rww dl)R Vfi hY>MmR Iseesoeynn. .ry.I Rsi«+: Temcllr lw..l w.w w�Aegecalnw+Rat wspxalx Cxnnes,xta' cw samr camm.a. n.%u.coclx�ww..,w.P<. Per Etuw. s ok*r 0— moos ps IYn MWV� U4 c0. I.NI P�emus Ra.N. TAf llv 1. TM ownlM P Ownl% .e11prY OwrxN Mwi wweY Mru. $MW.i.A $. OCI. kiollhzaaon,Bolal,anal LS 1 $27.000w Io urmpm Wo 1. ur mono Ins t.$ �i M. Shoring Design,Construction, LS 1 54,000.00 Im u..so So m Im 1e<mm ark Maint J00. Dudile Iron Pipe for Water Main LF 1,100 SOU IIWm sez... W. Ilmm W.. le,loss 004. Ductile Iron Pipe for Water Male LF 1,sw $06W Ismse sse oss.m so-so Ism. W.mo.. $'Dis i 005. Traffic Cored L$ 1 S2,00000 Io sx.moo W.m Io WA.. 16 006, Inlpo,1W Seloct Trenc^Bal2sfill Ton 200 $10 W aleee so".. W m slew u.Iwm 007. Censtty Flll lot Trench CY 40 $60.00 »m tl.zeam W. 'I se se room SR S1SIPuge1 008. ConsnucLo l Staking,Sutvepnig LS 1 W000.00 am u.mom os, s.osom Im umom ASOnill W0, Asphatt Concrete for Trench SY 725 S6.00 IW. Hwem Wm zaim saawm Patching 010. WM and Duner Restoration LF 50 s10.W no. chaos. too es. sl.sss.ao 4 011. Concrete Sicewatk alto SY 120 $25.00 ztlw ss»sto Wso vxw ides. Onveway Reston 012. Concrete to. I hrust Blackings, Ct JO S70.00 eaW is.vsm so m WW uns. Trench Curtain Blocks. DeaCrrlan iinnc.r Blocks 010. Conn to Exist Wit Mn at TalMQ t LS I 57,,CO.W Im u.mom Wm Ise s+om.m r Pmp SI 014. Conn to Exisl Wir Mn In LS 1 S6.000.00 Im saosom Was to tams.. Puget Dnve cltech�a h µ RI � r .6i i. WYnw]P+)//iNi f!/}PNmfhY�WMe dp.m�x Vge2 5 Ir[Mt T.M IM W�uI u'w !Wacre'.ro-n.Prq'W1P 31]ItB Cmvw e�nJur flfi MtB) Csi.Oi G.ryMW'.a CmtlrwlnG.'.In. Ph[fYrvu 5 fgvy tYu )/A95 ewq 'I Prr Owrvh Prb 0..mM1 «rnum UvwY�_bno,n Uuuvh r+^un', _ 015. Conn to Exist Wtr lln et LS i $2,60G 00 +m v.mcm voo +oc sxaoo.m S 21 st SLen1 i 016, Ca,n(2)to Exist Mt Mn at LS 1 S2.000.W +m va0am so as r,m v.mom iS;Is ers Ai.S. Ut I. Gann to Eris)Wit,Mn at PRV St LS U."00 t ao v,mom fow .ao Its.so on S 23,d I 018. Hydrant Auamblles EA 5 S2700A0 I susoom so sm suaoa 019. Remove Exist Hydrant Assi EA 4 Sw.W cm 111,60000 wm am 11+.e00.00 020. PRV 11612 Stator,Modiliwtia LS 1 $2,SW.W IN v..so mm Iso fe..ot w �4- M_l. Proten or RertroveBRepl Exist LS i $11Opp.W IN f+umm v.m +ap it.0oom St.',S., W2. Eros.Sed.Cl,Lndsping;, LS 1 S3.000.W ow iz..Oa oao Ssm.a +0o sa000.m Rstor Pry Prop 023. Cairc ProtecOan Aiwdes EA 35 $2W.W I.zm Wass. fom +.tm sn,.mm 024, CaMW,.Protection Test Station EA 5 $750.00 +ow $IAmm Wm tom vsmw W5. Comb,Nr Rai Vacuum Valve EA 3 $2,000.W am " oo.m iom 300 P... M.2' j 026. Taster ExVsBng Services E4 ➢ $450W rm u+sam sa zm la,w,w 1 027. Gare Valve a' EA a S7W.W zm $1'.. Soso xm 14 I �11 i4 �`li L� J :f 114 1 t ',�f, } PNM O�)2693 Q•tlfiearPMCWM[Dnnmm�n haa] kip .. TeOd N/%uulWerM W}rRglYrW hW NRR}}.xIM Gmrep NunYr. .'.aGNNI '�,6v Cowm.G.ry u.w,u.:-.uNn�Nw,s< eq EamY a caevo.W xrxom .e ac ]Ne nW .WI . � µr. Ormn hoe Wenrry Mrourr Ousmry Amen M Gate Valve 12' EA 1 f4,80000 rm sl eoom w.oe rw f<eaa 029. ©ulte]Ily Valie i(' EA 2 a2.30000 xx Hsxx xox xx N.W. w OGO. Grave15uxtzce Festoxauon Ton m Smog om wao elr.m aoo Sa ao mi. Alando am,,ve Existing EA 4 $400.00 !ao Si.eoaoo se.m am S..emao VaNeC .Ixt.rs prROa Ino It kuLil:tsnYasY$ewer 523.9]0.64 rxr, aze.na.N soro rm a:e.now amai at AIGRxuo Ave.NE 14}V.aouxa.es.es'aso4al Sudoui SAe.}A.0 HCo]ut SN�.eNu exx s.t.. szcanm Ssnro ur.oeeu Tau. rT }9al0] N.BTA Ctee'.x1 C h fcr,d. '"i fiI:A lu ry :a i r ry A a 1 � St t a. Gn c OF RENTON k 4ECFNEO FEB 2 0 1995 STATF Of WASHINGTON I F DEo; EMPLOYMENT SECURITY DEPARTMENT- POBaa 90" a Olympia,WA 98507A016 l CONTRACTOR: Pivelta Brothers COnst Co Inc ) CERTIFICATE OF PO Box 1066 ) PAYMENT OF CONTRIBUTIONS Kent, WA 98035 1066 ) PENALTIES AND INTEREST ON PUBLIC WORKS CONTRACT ES Reference No. 583698-00 0 t TO: City of Renton 2W Mill Ave S Penton, WA 98055 2132 'rhe Employment Security Departmen,hereby certifies that contributions, penalties and interest due from the above named contractor antler the Employment Security Act have been paid in full or provided for with or pest to the following public works contract: Sanitary sewer inscdlations, Duvall Ace NE and Shattuck Ave S The Employment Security Department hereby certifies that it has no claim pursuant to RCW 50.24.130 against the public body named above for tax attributable to service performed for said public body by the above named contractor on the above described contract. The Employment Security Department releases its lien on the retained percentage which is provided by RCW 60.28.040 for contributions, penalties and interest du: from said contractor. This certificate does not release said contractor from liability for additional contributions. penaitcs and interest which may be later determiner, ,o be due with respect to the above mentionet, contract. Dated at Olympia, Washington on February 14, 1995. COMMISSIONER t :ENIP�MENT SECURITY DEPARTMENT (Amhonzed Representah d'1 'r { Original - Disbursing Officer j Duplicate- Disbursing Officer Triplicate- Employer _ Quadruplicate- Central Office files Quintuplicate- PWC Auditor EMS 8449 760 R7-84 t s _ W _ WASTEWATER UTILITY CIP COST DATA AND INVENTORY NAME OF IC194- Mtx �r+Ei"JE:R_ wsrA..in n.Jc CITY i PROJECT: PROJECT WWP- der `c uNAl+. A,C S NI.MBER TO. City of Rrntoc DATE Zo. Plan Rcvww Sown _ Plancu.S'Building/Public Wmka — 2W Md1 A-enuc South Rmmn,WA 99055 Per the request of the City of Renton,the following information is furnished concerning costs for improvement-proposed to be installed for the above referenced project. CJF.W'SANITARY SEWER SYST ABAN W NED SANITARR'SEWER S)STEAL t Lw19th Scroll Trot Lxgth Sus Typa LF of �� fl/4�- SEWER MAIN L.F of SEWER MAIN — L.F.of -- SEWER MAIN LF.of - SEWER MAIN LF or SEWER WIN LF of SEWER RUIN LF of SEWER MAIN L.F.of SEWER WIN EA of DIAMETER MANHOLES EA of _ DIAMETER MANHOLES _ EAaf DIAMETER MANHOLES EAof _ DIAMETER WN40LES Wank Order No �Co 01' Goal S dL'yaGi 31 v�.itr.eJ k Fmjcl Manegar tday phone.Fl (SIGNATURE) ) ravWCOSrDAT1.DOC�Lh 1 44 .." 11, Stan Mal (SNPI.aRE-QUEST FOR,PROTECT p Prelim Plal (PPpAGN To Technical Scrvtces Date WOp _4-jr From Plan Review/pro/"I Mana):rr Project Narne Descnptronof Projeact oal Mewllrr,a /�.� a(c s Y�.ydy�d____ A.-t^ s7 Circle Sim of Waterline: 8" 10" 12" Circle One New or Eacnsion Circle Siff of Scw linc: C 10" 12, Comic One. Ncw or icnsioc Circle Sim of Stormlinc 12" 15" la" 24" Circle One Ncv or Ez ensron Address or Sancti Name(si _�'p�TDe i�.r A�c 11�_14, 4 fr_�Z µan_,.x I _ Dvlpr/Cmttaaor/Ow+terA;usR _ CI]eek cach dlssiphine involved in Pro)eat Ltr DIwR a of shedv per disciphine .7 Trans-Storm __ a�mpvwmi.Y��.luh Wnn w�) (w'MOr TFSC rhsen) O Transportatia] Wastewater — Is.�a.rY CI Wa:cr (M.—. (Lwluae asepvae a Ns.rpYl ON SM<u) TS Use.Only _.j _a� ��S_ -02/SS L "'a Kit , Approval by TSM Date J J