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Home My WebLink AboutWWP2700352(8) K%TL-27-0352 L1AYrICN AVE NE SAN. --M 5 LID #337 - Bid Spas. l+ BEGINNING OF FILE FILE TITLE WWPapg27to035aZ TKyToN AVe NE SA9 IT& Ry S��g UT) *33"T BID !gpet(R444770AI w <.. . � 7 c4cs 94- 03a Att-e "* GAVY CN/r, Cf eo AY 9 i LS tOr 4.se S (Lev) -Ike 9.- 9tt5 L...,,. , A a♦4 oe O H 4'+ t�i \V\4 Bidding Requirements,City of Renton fff -4 C-o,)1t4.�-r A'+o4. Ir 3(O ie'79 41RA Fomn,Contract Foam,Conditions of the Contract.Plans and Specifications ] N�Vo I � ] City of Renton Construction of: LOCAL IMPROVEMENT DISTRICT LID #337 1 PROJECT NO. S-0352 •1 SANITARY SEWER INSTA*LLATION J DAYTON AVE. NE(NF 21tut to Is 221ld) NE 22nd St(Dayton to Edmonds) I ® MWad MaT'ckJ Mptt I J Gary Merlino Construction Company Inc. r May 27.1994 City of Renton Department of Public works 1 200 Mill Ave S Renton,WA 96055 p 0 Attn Michael Benan RE Dayton Avenue Sanitary Sewers-LID 337 Denr Michael: YThe following Is a list of names,addresses,and phone numbers for the Responsible Officer,Job yyy� Foreman.and Bonding Agent _ Brian Kittleson Bob Jelin" Project Manager,GMCC "remap.GMCC 9125 101h Ave S 9125:101h Ave S Seattle,WA 36106 Seattle,WA 9EI06 762-9125 469-2970 762-9125 469-2973 \ Michelle DeVoung jr.. Bonding Agent,Willis Cartoon Corp ..A. ¢o Lv P.0 [lox 34201 `»� k q' 24 w w Seattle,WA 96124 3W7957 Authnnted dgnatures for Gary Merlmo Construction Co.,Inc- _1 Gary Medmo,President J Anna Wesleren,Vice President � — J Brian Kittleson.Project Manager { l S;notrely, J GARV MME�ERUNO CONSTRUCTION CO.,INC. J �l(T44j / Y9AcR f7(it Y`-- Curlta 0.Nakamura Assistant Office Engineer 9125 101h Are South Seattle WA 98108 2061762-9125 FAX 2061763-4178 e n.. _I CITY OF RFNTON iRENTON,WASHINGTON i CONTRACT DOCUMENTS ifor the CONSTRUCTION OF THE UDr337 D DAYTON AVE.SEWERS PROJECTS NO.S•0352 i lil APRIL 1994 ' i BIDDING REQUIREMENTS CONTRACTFORMS CONDITIONS OF THE CONTRACT AND SPECIFICATIONS G a 21MM�. CO WMW S'ti'�ONAL FXPiRts 1131 CITY OF RENTON WASTEWATER IMUTY 200 Mill Avenue South Renton,WA 98055 1 CITY OF RENTON UD+337 DASTON AVE.SANTI'ARY SEWERS CONTRACT DOCUMENT TABLE OF CONTENTS Summary of Fair Practices Policy Summary of Americans with Disability Act Policy Scope of Work Site Vicinity Map Location Map h:structions to Biddcm CaL''for Bids *Combined Affidavit&Certificate Form: Non-Collusion Anti-Tivst Claims Minimum Wage Form 'Bid Bond Form *Proposal 'Schedule of Prices 'Subcontractors Liu +Bond to the City of rerton *Contract Agreement(Contracts other than Federal-Aid I H WA) +City of Renton Insurance Information Form *City of R-mon Standard Endorsement Form Prevailing Minimum Hourly Wage Rates(New lob classifications) Statement of Intent to Pay Prevailing Wages Affidavit of Prevailing Wages Paid Certificate of Payment of Prevailing Wages Lovironmental Regulation Listing City of Renton Supplemental Specifications Six cial Provisions Standard Plans Documents marked as follows must he submitted at the time noted and must he executed by the Con,rctor, President and Vice President or Secretary if corporation by-laws permit. All pages must be sig,ted. In the event another person has been duly authorized to execute contracts,a copy of the corporation minutes establishing this authority must be attached to the bid dsuument. Submit with Bid "Submit with Did or within DI hours of bid *Submit at Notice of Award CITY OF RENTON Planning/Building/Public Works 7cpartment 20O Mill Avenue South Renton,Washington 98OSS j i r.mr,oaramsrrc auomn II EXHIBIT "K. CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NC, 2140 The policy of Chs City of Renton is to promote and afford equal treatment and servies to all eiti#ens and to assure equal employ- ff went opportunity to all persons regardless of race, creed; aotar; ethnicity; national origie; sex; the presence of a non-Job-related , physical, sensory, or mental handicap, age; or marital status. This Policy shall be based on the principles of squat employment Opportunity and affirmative action guidelines as set forth in federal, •tat# and local taus. All departments of the City of Renton •halt adher. to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to emotoy- sent such as recrustwsnt, $election, promotion, termination and training shall be conducted in a non-discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State Council of County and City Employees. (2) COOPERATION WITH IUMAN RIG8T5 OROA NIEATIONS - fhe City of •n cat tooperst, u y wit a oFgant cations and conwi.:sions orgenisrl tc promote fair practices and equal opportunity in s-pl — it. (J) APF..SMATIyb ACfICN PROGRAM - the City of Renton Affirmative Action Program WM bi matntoinad to facilitate equitable representation witi.im the City workforce and to assure squat employment opportunity to all. It shall be the responsibility and duty of all City officials and employee, to carry out the policies, guidelines and corrective measures as cat Forth by this program. Corrective employment pro game way be tatablished by the Mayor on the recommen do et on of an Affirmative Action Committee for thou department# i which a protected *Lass of employees is under-repr*sen tad. (a) CONTRACTORS' OBLIGATION - Contractors, subcontractors and supp Isms oowdu ctt business with the Jit; of Renton shall aJj{rw and A business to the Fair Practices and Non- Discrimination policies set forth by law and in the Aff{rmetive Action Program. C-Copies of this policy *hall be distributed to all City employees, all appear in all opperational documentation of the City, including bid aaIls, and #halt be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this lad day of June 2980. CITY OF RENTON: REENN1TON CITY/COUNCIL: , utNltlaM�.Sl..tt�txh. (//� �/.(lA>Ertl Mayor F Council President A[tnst: tf Issued: July 10, 1972 tl Revised: February 9, 1976 Revised: Jwe 2, 1980 ity .le[k K q., CITY OF RENTON i SUMMARY OFAMEMCANS WIM DIMBLLITIES AC7 POLICY ADOPTED BY RESOIOTION NO."7 .J _ The Policy of die ON of Renton is to promote and afford equal treatment and service to all duuns and to assure employment oppommir% to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal employment opportunity, the Americans With Disabilities Act and other applicable guidelines at set forth in federal,state and local laws. All departments of the City of Renton shall adhere to the following guidelines (1) EMPLOYMENT PRACTICES - All activities rely to em to yrncnt such as rcemitment,selection,promotion,termuntion and trainingng s p shall be conducted in a non- . discriminatory manner. Personae:decisions will be based on individual performance, staffing requirements,and in aecoroance with the Amencros With Disabilities Act and other applicable laws and regulations. (2) COOPERATION WITH HIML&N IUGRTS OPG Nnerrn _ The City of Renton will cooperate fully with all organiutions and commissions organized to .I promote fair practices and equal opportunity for persons with disabilities in employment and receipt of City senices,activities and programs _. (3) Aa+FRICANe MM DISAUMMES ACT POLICY.'tyre City of Renton Americans With Disabilities Act Policy will be maintained to facilitate equitable representation -� within the City work fora and to assure equal employment opportunity and equal J access tc City services,activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and to em to = u P Y carry out the -1 policies and guidelines az set forth in this policy J (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and programs for people with disabilities. I Copies of this-� policy shall be distributed to all Cityemployees,shall appear in all operational documentation of the Cin, including bid calls,and shall be prominently displayed in appropriate City facilities CONCURRED IN by the City Council of the City of Renton. Washington, ., this 4ch___day Of 1993 `) CITY OF RENTON _ _ RENTON CITY COUNCIL. Mayor Council President Attest •'I City Clerk / -- 1 -j., ha�yyn4 ". . -; .�.o-»...,......»... -'--.�.•.w.:vww».... -www .. ... ...... .-.+..n .,_'—..".^, w Jt„ r k e i CITY OF RENTON i LID #337 i DAYTON AVENUE SANITARY SEWERS SCOPE OF WC RK i The work involved under the tents of this contract document shall be full and cor-olcte installation of the facilities, as shown on the plans and as described in the construction i specifications,to include but not be limited to Furnish and install approximately 870 lineal feet of g inch sewer main with new nanhole structures, new side sewer stubs and appurtenances along Dayton Avenue NE and NE I Ind Stint. Wort includes connection of new sewers to existing manhole, asphalt, concrete patch,asphalt overlay,traffic control,testing,and restoranon. i Any contractor connected with this project shall comply with all Fedend State,County,and City codes and regulations applicable to such work and perform the work in accordance with the plans and spec''ications of this contract document. A total of fom• ki0)working days will be i allowed for the completion of this project. The funding of this project will be from a Public Works Trust Fuqd Loan and Local improvement District bonds. i i i ! i I a k H 11 w ;IA . 1 f� RiR R r R �y y 4� s- D �Pw 1 _ n� CITY OF RENTON 0 1500 3000 LID. #337 1:18000 DAYTON AVE SANITARY SEWER Projod Location 12 Jomx ry 199A ..�«w �..,,.,�„�+act+xt•MrMr,*"�. ,.�w�.��..�...,", ., "..*r� +a } `W OWN so ;,_ �. ■ � NE 20th INK III INS Ic :■i��ll: �� - i 4 F 1 1 INSTRUCTIONS TO BIDDERS L Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until 2:30 o'clock p.m, an the date arec 0 in the Call for III& At this time the bids Will be publicly opened and read, after which the bids will be considered and the award made as earl,as practicable. No proposal may be changed or withdrawn after the time set for raceivmg bid— Prolsrisals shall be submitted on the fortes attached hereto. 2. The work to be done is shown on the plans. Quantiti.* arc understood to be only 1. approximate. Final payment will be based on field measurement of actual quantities and at n the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. �. 3. Plans may be examined and copies obtained at the Public Works Department Office Bidden shall satisfy themselv.s as to the local conditions by inspection of the silc. 1 4 the bid price for any item must include the performance of all work ne"ssan for completion of that item as described in the specifications. S. The bid price shall b, crated in terms of the units indicated and as to a total amount. Ir'1-- event of errors,the mu7'price bid will govern. Illegible figures will invalidate the hid. 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. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton In an amount not less than its of the total amount of the bid shall accomlvny each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract Should he fail,or refuse to do so,the check shall he forfeited to the City of Renton as-iquidated damyy,for such failure R. All bids must be self-explanatom. No opportunir will be offered for oral explanation except as the City may request further information on particular points. 9. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work w ill be made in Cash Warrants elryMaA�tMAI1Nk "tti fi r r CITY OF RENTON LID 0337 ' DAYTON AVENUE SANITARY SEWERS ERS CALL.FOR BIDS Sealed bids will be received until 2Y50 p.m May 10, 1994, at the City Clerk's office and will le opeed and puhhcly read In the 3rd floor conference room,Renton Municipal Building. 200 Mill Avenue South The work to be performed within forty (40) working days from the date of contnxncemrnt ' under this contract shall include but not he limited to. Furnish and install approximateh 8-0 final Ivet of 8 inch sewer main with new manhole sirncturrs, new side sewer stubs and appurtenances along Dayton Avenue NE and NF. 22nd Street. Work Includes connection of new sewers to existing manhole asphalt. concrete patch,asphalt overlay,traffic control, pressure testing.and rraora0on. The City reserves the right to reject any and or all bids and to waive any and-or all informalities. Approved plans and specifications and contract forms may be obtained hom the City of Renton, ' ' Planning/Fuilding/Puhlic Works Department, fourth floor Customer Service Counter, 20` \fill Avenue South, Renton. WA 980155. There Is a nonrcfundsble fee of $25,00 plus $2.Os Tax (Total $27.05) for each set. If ordered by mail, add S45.00 for postage, which is also non rehtndable. No telephone orders will be accepted. If a bidder has any questions regarding this call for bud, )lease contact the City of Renton Department of Planning.'Boildin8r'Public Works, 200 MITI Avenue South, 4th Floor at 277-6206, staff contact Michael A. Benoit. ■i A cenified check or bid bond ,n the amount of five percent 0%)of the total of each bid must accompany each bid. The City's Fair Practices, Non-Disnminatiou An it and Atrk with LAsahlliq Act Policies shall tPPIY \ Manton a n,City•Clerk Published Dilly Joumal of Commerce fta19, 1991 Daily Journal of Commerce April 26, WA 1u q L µ-4 r t -- tlll OF RENI'ON N, l'nm,Mnca aa4Lva.MI C.Maicailun fmn Mwl'dluxMn,AMvI rvu,Nrd Mu+ImWa wyc 1 /N,mhaeM nW) '•-, NON-COLLISION AFFIDAVIT i Bchµ dory swum,deposes and says,that he Is the identical person who submitted the 13regoing proposal or !. I-;d,and that such bud is genuine and not sham or collusive or made in the interest or on behalf of any person it therein named,and further,that the deponent has not directly induced or solicited any other Bidder or the foregoing work or equipment to put in a sham bid,or any other person or corporrtion I -refrain from bidding. id that deponent has not in any manner sought bs collusion to secure to himself or to any other person any f, in antagc over other Bidder or Bidden AND CERTIFICATION RE: ASSIGNMENT OF AN"-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anu trust olanons arc in fact usually home by the purchaser. Therefor,vendor hereby assigns a)purchaser any and all aims for such overrh vges a� u) goods and materials purchased in connection with this order or contract, except as to overcharge reacting trom antitrust violations commencing after the date of the bid, quotation, + other event establishing the price under this order or contnct. In addition,vendor wareams and«presenis at such of his suppliers and subcontractors s11311 assign any and all such cl.ums to purcha+er,subject In the aforementioned exception. is •ND MINIMUM WAGE AFFIDAVIT FORM I,the undersigned,having been duly sworn,deposed,say and certify that in connection with the perforr •-lice the work of this project. I will pay each classtication of lahorer, workman, or mechanic employee e _rformance of such work, not less than the prevailing rate of wage or not less than the minimum 1 le of wages as specified in the principal contract that I have read the above and foregoing at itemcm and certificate, d iow^the contents thercol and the substance as set forth therein is true to my knowledge and belief. FOR: NON COLLUSION AFFIDAVIT, ASSIGNMENT OF AN I-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT � j-.IQ 3�� p/\`_f1Sr� f��lLfJl)E a?q�ITAK'yi �.�Y✓r.lt:.�� _ Name of Prr>fect �.Y N�Er241nr,� Cc�ti`ilRtlllrcni C� InIG. Name of&dderk Firm Signature of Authorised ReprcaeMative of Bidder y! Sulasciibed seed swam to fu•fnre me on this Jay of +141 / R •spONth{SVA;yroyti NotaK Public in and for the State of Washington ?pY�`.aa.tor Ys X, aT� war�rya•1�'n3 Notary(Print) ��-�`aJ-J�- J t' iy. aura f > M)Appointment cxp1n,'._—`�� L .� v ? I :gib)+unAaoaRGnaar.nn Wu. • I J d 'I F. — i IUD WNO}JBI1f Herewith find deposit In the form of a aertMNd chock,oashwr's cheek.cash,or f bond In the of i_..---- -__which amount Is not Was than five Percent the total bid. Sign hen _ Know An Men by These Presents: . WNY Nw.Lxo EONsrnucrlox CIl1YANY Ili-. as Principal, and_ . That we, Surely, we Mid and firmly bound unto the fir. �u:i.lu.::: 13.waAnce 1-cxvANr as penal sum d P1� eeacorr Is�I of rNE TtYrAL A.vcvns ,3:D�•�• ,h, �i City d Renton,as Obligee.in the bind themaslwa. Dollars,lot the payment of which the Principe!and the Surety **it Mks,eNecator$, administrator$, successors and assigns, jointly and severally, by t v"s Presents. The condition of this obilgetion Is such that n the Obligee shall make any award to the RkldPd for 3.a 3NYWVEKe D:s;l.,.,. 1.11' 331 according to tit terms of the re�3aT M3 s-ol•, .r proposal or bid made by the Principal therefor, and the Principal shall duty make and artily Inc a contract with the Obliges In e000rdww.' With the terms of said Proposal or bid and award and shan give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or If the Principe! shall, in case dlednln t do for pay and"oft to the Obllgar the penal amount of the de posh aped ll be avu:1 remain In lug bids,then this obflpation shell be null andvoid; othpforfeit �.e it Loath Obligee,as penalty ford and �ffact and the Surety shall forthwith Pay and liquidated damages,the amoun'of ihl-bond. i 1 i SIGNED,SEALED AND DATED THIS 10th WY Hm, CONSTTWTI r oreAaw, 11C. IsPrkiaWd - MFF.L'TA4NCle',IN�SUN�E C.MIPANV / iureq JIN N. 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IOVEY of RAY 19 94 'E ,iW /iaR l\ • I .(.LL AKMIWA.NIA,Fr QfYOrVJNTON 1 PROM ■ TO THE CITY OF RENTON r RENTON,WASHINGTON Ladies and/or Gentlemen: The undersigned hereby ttrttfy 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 p:.,mcm will be made for said work, and hereby propose to undertake and complete the work embraced in this improvomcm, or as much thereof as can be completed with the money■ available, in accordance with the said plans,specifications and contract and r schedule of rates and prices: the following r (Note Unit prices for all items,all extensions, and total amount of bid should be shown. Show unit prices both in writing and figures.) Signature Address:_�7 t ZFj'7 Lni A(r• j Sc ATI"k VVA Ci('5/CX3 Names of Members of Partnership: l i - OR Name of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of �/P1jfl tNC•-tO With Main Office in State of Washington at SEA�SL-E t. Ibh r1 Y =dnw,mmsrccntnn,u ,. r t 4 t i ( CITY OF RENTON F' SANITARY SEWERS IN DAYI'ON AVENUE NE (NE 20th St to NE 22nd St) BID SCHEDULE -r I.� SCHEDULF OF PRICES 1 � (Ndr Uni nr)i a�1111 a a atonal ni uW rM ta.l•m�un'of Wd muH br xir wn Shu i nrjr�q h�i A _ J.ana liu r aml, f J u- w • iL: u� fIFM APPROT.. 17}ats WIT}I UNrr PRICE RIu L IR PRICE AMOUNT t NO Qu&VII N nit Aces to be written m w•orcis) Wllac Ccnta Dollars Gnts 1 F. s i. 001 1 Mobilization a ow.00 C1 ow"0U Lump sum N,•L-I QjVJ,-% r Pcr Lump Sum(wmdr) (neura) 3'- 002 1 Trench Excavation Safety Systems °f. ;CJOO.0c7 I Lump Sum 0+1,: '(}ryJS VYI] r�:u.raS per 1ump Sum( ,+a•) <re,uas) _ 003 870 8'Gravity Sewer .GYJ z3l�- 10.00 -. IM.ir. �I�.t':YTJ r]bal� nO�iI.F7 I- Pr r�....r�,...;aor1) (fryrures) 004 3 Type A Manhole 2r ,,pp -I,FjGk`1,0U 1 Each 0.140�n C'crLa25 _ PcrE h(wows) (naurcs) f005 1 Connect to Existing Manhole ISU.a 15U.00 C,1- HJIwz0 FirT4 }� Per`xh(wvWr) (rn:ures) 006 625 G•S.dcscwv�IJf 27.00 1.5 62-s.00 Per Ur ear R.(wrd) (fryurc•) fi 1 007 I 200 Remove&Replace Unsuitable Material CS G0 1 ' 'fnn Lli>rn- Ix),i,ThTS rGO0.a - � Per Ton lwnrJx) (RRurcs) 008 1.844 Gravel Backfill Subsequent 1,OU I,gNN.OU Ton N[ Pcr T(m(w.maal (a0.um) , 009 840 Asphalt Concrete Patch t9.Var& 2-fFL�.' waeS A.A Fl:Y`r(G^�S iIf ` per 54.rnq(woW.) (fiavrcs) 1 010 431 Asphalt Concrete Overlay N2.CO 113, 162.00 Ton fo.crr 7 ,. Uo,w),a5 Pcr T.(wuWx) (n0.urcs> Oil l Temp Erosion&Sediment Control System 1 amp Sum µv� rk v -F1`t Oou s Pcr wmp sum(words) Ow.) I Removc/Rcstor Lndscp&Surface lmpr. Ir GLa Ou I,COO.OU Lump Sum cN -rt,,5 wl• Pcr Lump Sum(won)ay (naurcx) 0110 f J I. I' ~ 3f Sanitary Scwers/Dayton Ave. .' Schedule of Prices pq Page 2 F , pp 013 1 Construction Staking&As-Built Info S,Ocxz ao 5 000).fx� p lump Sum Fv. oL hc• F Per Wmp Sum(vorah) (OW—) � it 014 1 Traffic Control 500.0( SCX7.�, WmP Sum F.✓C N✓ Ar'i p Per wmp Sum Nord) (fwore) 015 1 TV Inspection 2)O(X - z,CX)C%of r Y. pq Lump Sum T✓J �)k�-tiv+rS 5 _ Per Lump Sum(word) faaur ) 016 2 Re-Establish Monument pq zazao HW.(Xo Fish T y HJN4rfn f�ctiL.SaS ,.. Per Each(worJx) (fqum) w Subtotal Clt, - Co 1,C_)O 8.2%Sales Tax � CA3 . ,4 3 Total { edpoe/whedpr/MAR/hh I � # a s r a ) & o yR ':A h �9 SUBCONTRACTOR LIST A �io33� t11v c,�Ate.`r„c a PROJECT RCW 39.30-OW requires that for aB public works contracts exceeding$100,000 the bidder shall A submit the names of ali subcon.ractors whose subcontract amu.nt exceeds 10 percent of the contract price. If the subcontractors names are net submitted with the bid,or within 24 hours of the bid,the bid shall be considered nonresponsive and,therefore,void. Complete one of the following for comr..cis that exceed$100,000. A. There are no subcontractors proposed whose subcontract amount exceeds to percent of the contract price. . Name. _ _Title: Signature: _ B. The following subcontractor(a) subcontract amount exceeds 10 percent of the .. contract price: (list subcontractor and bid item) Bid Item(s) _ Cl Subeuntnetor Name LM.I ir,ig„5-rgtES Address _ Po, Bn�., i3?cj :'SELL6tNE WA Phone No. (ue'S33-iEyl State Contractor's License No ZL'S-of-eLt a kE.SI Z7Y 0, Bid Item(s) Subcontractor Name Address —_ ` I Phone No. _ State Contractors License No I� Bid Item(s) J — Subcontractor Name � Address Phone No. Sate Contractor's License No �Sz , Bid Item(s) y Subcontractor Nnme Address Phone No. _ State Contractors License No 5VK0Nr DQC/bh t ,t i Y' F ii (t � FT �ltw Y t BOND TO THE CITY OF RENfON �I! Bond No. 82483020 KNOW All MEN BY THESE PRESENTS' That we,the undersigned GAPY MERLINO CONSTRUCTION COMPANY, INC. 9125-I0th Ave S Seattle WA 98108 fas principal, and RELIANCE 1NSQMNCE COMPANY corporation organized and existing under the laws of the State of PENNSYLVANIA as a surety corporation, and qualified '+ under the laws of the State of Washington to become surety upon bonds of contractors with Jmunicipal corporations, as surety arc jointly and severally held and firmly bound to the City of Renton in the penal sum of$103,794.43 for the payment of which sum on demand we bind ourselves and our successors,heirs,administrators or person representatives,as the case may be. 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 arc such that: WHEREAS,under and pursuant to Public Works Construction Contract G\G. 5-352 providing for construction of SANITARY SEWERS IN DAYTON AVE. NE (NE 20th ST. TO NE 22nd ST.) and J NE 22nd ST. (DAYTON AVE. NE TO EDMONOS AVE N(3' In '--) the principal is requited to furnish a bond for the faithful performance of the contract;and WHEREAS, the principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time 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,subemdractors and tnaterialmen, ti and .R persons^a+o sha9 apply said principal or subcontractors with provisions and supplies for the carrying ou t said work,and shall hold said City of Renton harmless from any loss or damage «casioned to any person or property by reason of any carelessness or negligence on the part of { said principal,or any subcontractor in the performance of said work,and shall indemnify and hold the 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 developing in the material or workmanship j provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void: but otherwise it shall be and remain in full force and effect. ~� GARY MERLINO CONSTRUCTION COMPANY, INC. RELIANCE INSURANCE COMPANY Principal Surety "- Signature -.I — TERESE M. ISAACSON. ATTORNEY-IN-FACT _ ?RE-Y11Err J Title Title _) Appm.cd by Lny Warren al1aN2 r:myroniwosrtcmtAemn Jr H; t t�Y of t . -- o r c. E ,v. 1: er i F� y.l ' .....wrwrararr�a...r.,�, ........+-_,... w. ...MtlYYpRSLLLMM._ ,....�.,.�..r.arav✓_""` 3.,.._.. A .. . to �r I C! RELIANCE INSU RAN E COMPANY UNITED PACIFIC INSURANCE COMPANY RELIANCE NATIONAL INDEMNITY COMPANY ADMINISTRA71VE OFFICE PMRADELPHIA.FENNSvtVAnrA POWER Of ATTORNEY 1. All MEN BV INESE MESENTS.'All RG4NCE SURETY CONTRARY N e oxen n that"R-1 u Wer M I.—vl LM$nu elI 1 Y Cee.rvere.<rO Na.RELIANCE INSURANCE COMPANY—UMTW PACIFIC IMVRAWT,COMPAAv v Iwpo-nnm AN aNNAPR the laws of IMamm ynpr A I CtnweMrn of ph"N lVen<Ara IMP RELIANCE NATIONAL INOCIATI COMPAF•a nn"A",Np<yep rnp N Ra NMA pIR era.ppAT a as,W. DA«1CARTER P.latest.fret wM a 1 W, as aer mNe.c MI I 11 W DeVN IfMs R Mk1aJ 1.M I.R/ T M.1 K M f.W r. Was he IMr narNln sM. a ..N f Tells act nv Note W Y w.the W J YINpnANNEA N rr.'1Wp A^a M N C n1a tl rfanM'^N W eIRN olru m I aaEYE.YA'oI.I. M•aMn Menl a,AL.h"m nr erC C e . r Mael«!'a oplN N PRAT I Me Power e1 Ina ne' a".I.—<rN eY'N"A"A'st MKy VR e!:M la,LewA N RI WNCE SURREY CO ,%W. r lA F` J RELIANCE IANCE�S„RAN INSURANCE<CORP., The"0 Recall:W$UILANCE COURNT'A .M RELIANCE.1l ,1NO(sual'.:!MIANY YrM<Ir A' RTICLEYR EnECLrtpNOFSCRVSANOVNOERIARMpS F� J I The Beare.1 O.—hes I A APENN, IM CIwmM N IN bRR rnv S_VAR P mr VR.R«NA^I nr\ rt nl I e..RA r qA"'Re M ft"M N--PRE he"Al less PARRI Ie .,Ara Ap«m AITRIIP-Is. Y. 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ISM.na E IM E..Wr.,pnya frNNu'[dnmmn o N bRn MxiwR Ef RRIiaMA Su'.YC «wNUMRmnuA CMI..nI M«aR Ol Mvan Jl,•BSA E 1 JIshl IAPRRNI ANWP 0.NIwa WElrrp.R NfM e«I OI IMC MY mRr M< R«WMY W[ Poww el AnamY<r I re. EI'.As Nwel[.evruuma..NR nr Avcn P ITT, pl R,C'Y`w<w.n<Auavnq weer INI. agrWaee N I.unW eN aNs N vW RN prpv,I.R"'",TTat C aN mY W fl PowM W.NWI«Ra cwirfp M IK ..1"ERA RN 1. ..1M M.RI P.N vRN eM erN+q upon IN EpmpRnY.n!M Iv11ve mM r«p[I ro.nY MrN w rmewlAYmp IE wecR n n RacMe' M WITWS$AWREOF,IM C'Ah.e he—Nuap INN Re.N IF N IgNe the Al Nv mpRAN,N..IT N MrvIP"I"All T 19N RELIANCE SURETY COMPANY 1 RfLwnCF INSURANCE CONTRARY "J VMTEO PACFC NSUZNC COMPANY RELANCI NA TONAL NOEMNITY COMPANY 1 STATE OF Wamnpwn 1 COUNTY OF Rnp )a. J On IRA A Re I I$SA.AAA.me'RNr 0.B.......pe•aEMaV NNRN MwY IN MEW.RNA s.ro-East ae MM.II as b The Vp NRFRP, ATM Re«ru S—t'C'hI......rrce RNIR cR"'N."VIveM M<rec IMwes"Cemyrry,A s PN.NA NN has Igathese Ce , AW IMP i as wch Mnq WIMIt«In As NA vNe ItheN nir MreIE. rvment her the pC I Ths,rMA,_I-swe pv R qn.N,M namR EI fL^dp IAwl`nMw M Rm'.If WN ER m e-All eM amhEntire wr INeve JI.'sn. NN'Y .R a.N M IN$/,.N EIeM EI Waal'erlpM PwN^E IPe..EW I,RNY^LRYW, Pass—$afnlMY.I RELIANCE SURETY COMPANY,RELIANCE MSURANCE WARRANT,UNITED PACIFIC INSURANCE 1 IM COMPANY.e RELIANCE NATIONAL 1.01.11 COMPANY Pp rY me IMP rM aeo«.M IAARAN A A e NpY N J MMf Er M AusroY.MwNe er aaa cemp.nN, RRP I.nI rn NlvllNld_eh pNw <R'N IN W ITNE53.1.11"I N«N'R,NI nr e.M.N.1.NR fM«.N.'sre C'Nes,That U«el_q Mlnum SwIT I ML'j 'iEr i`Ni� J N r x J � t li 1z4a y r f CONTRACTS OTHER THAN FEDERA4AID pHWA THIS AGREEMENT,made and entered into this ne+e day of by arct between THE CTI'Y OF RENI'ON. nuhington,a muNc:pal corporation of the state of Washington,hereinafter referred to as"C[CY'and r. ry saerlino Construction L Co.,Inc.hereinafter referred to as'CON RACTOR." WTINESSE T'H: L t) The Contractor shall within the time stipuL tcd. (to-wit forty tnet4of working days from date of commencement hereof rcgBush f work and services f which this agreement is a component part) pc oom a required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services I: necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner,in connection with the Crays Project identified as No. Sr352 for improvement by construction and in N1a�32nn t f'. saniary � Davton Ave NE(NE Z th S[to NE - ion (Davton Ave Nam,to ids v -- Ali the foregoing shall be timely performed,furnished,constn[cied,installed wf completed in strict conformity with the plans and specifications, including any and all addenda issued by the City and it othe- documents dn:r herfter t, enmunen[cd, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other goverme"'W authc y having jurisdiction thercovet. It is further agreed and s[ipulat, ' that all of id labor, r materials,appliances,machines,tools,equipment and sera Ices shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the Citys Public Works Director as being in such,conforrNty t with the plans, specifications and all requirement_-, of or arising under the Con net. tmctoes 2) The aforesaid Contract, entered into by f theacceptance of the following documents,A of which id r and signing of this agreement, ace component parts of said Contract and as fully a pan thereof as if herein s', out in full,and if not cached,as if hereto attached. ! t a) This Agreement b) Instruction to Bidders t.1 c) Bid Proposa; Jd) Specifications i e) Maps and Plans f) Bid F) Advertisement for Bids h) Special Provisions,if any i) Technical Specifications,if any tit i J J ��.d'Re r�`�• K s� Ca n[ncts other than Federal-Aid FFiWA 'r k .. 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion ',within the time specified in this a, Contract,or any extension in writing thereof,or fails to complete said work with 1. P suoh time, or if the Contractor shall be adjudge,! a bankrupt, or if he should mm,e a general assignmeirt for the benefit of his creditors,or if a receiver shall be a anted on account of the Contractor's insolven ppc` ry, or if he or any of his subcc•mractors should violate any of the provisions of this Contract,the City may the. :rve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the sen:ag of such notice, such violation or noncompliance of any provision of the Contract shall cease and satisfactory arrangement for die co..rection thereof be made,this Contract,shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. It, the event of any suc!, termination, the City shall immrmediatcly serve written notice thereof upon the scurry and the Contractor and the surety shall have the right to take over and pt rform the Contract,provided,however, that if the surety 3KVhin fifteen (15) d,,!s after the serving upon it of such notice of termrimon d : of o:rform the Contact or dog not commence Performance thc- i within C-dry(30)days from the date of serving such notice,the City itself mac ake 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 mid 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,wit;.out liability for so doing,take possession of and utilize in completing said Contrac• such materials, machinery,applian es, equipment,plants and %her properties betunging to die Contractor as may be on :c of the project and useful therein. 4) The foregoing provisions are in addition to and not 0 Limitation of any other ti;hth or remedies avadable to the Citv. 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representalives and employccs harmless and to prompry indemnify- tame from and against any and ALL claims,actions,damages, liability of every type and nature Ltcluding all costs and legal exocnses incurred by reason of any work arising under or in connection with the Contract to be perfovne7 hereunder, including loss of life,personal injury and/or damage to property arising from or out of any occurrence,omission or act.viry upin,on or about the premises worked upon or in any way relating to this Contract. ThL 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 '--rtact, k.cluding its use by the City, unless otherwise specifically prow. .1 fur in d-is Contract. - In the event the City shill, without fault on its part, be 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 attorneys fees incurred or paid by the City ii connection with such litigation. Futhermore. Contractor agrees to pay all costs, expenses and reasonable J attorneys fees that may be incurred or paid by City in the enforcement of any of u� the covenants,provisions and agreements hereun ter. � i c:Aapomt11D5PEOMA9/Dh J `l �.1 x t Contracts other than Federal-Aid FHWA Nothing herein shall require the Contractor to indemnify the City against and r. hold harmless the City, from claims, demands or suits based solely upon the s conduct of the City,its officers or employees and provided further that if claims or suits arc causes by or result from the concurrent negligence of (a) the Contractor's agents or employees and (b) the City, its agents, officers and employees,and invoives those anions covered by RCW 4.24.115,this indemnity provision with respect to claims or suits based upon such concurrent negligence r� shall be valid and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. ` r• 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed ty the party giving such notice or by its a- - duly authonzed rcprcscnt2tive 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 prepaid,certified or registered mail. i kl r„ 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full i performance of the Contract not later than forty(40)working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of per Section 1- R' 08.9 of Standard Specifications as Lquidatcd damages(and not as a penalty) for each such day,which shal'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 faulty materials or workmanship. The Contactor shall be under the duty to remedy j 1 any defects in the work and pay for any damage to other work resulting ,✓i therefrom which shall appear within the period of one(1)year from the date of final acceptance of the work, urless a longer period is specified. The City will give notice of observed dcfc is as heretofore specified o,;,h reasonable promptness after discovery thenof, and Contrctor shall t- obligated to take immediate steps to correct and remedy any such defect, .ault or bract at the sole cost and expense of Contractor. 9) The Contnclor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports, i estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to tine. 9 10) The Contractor shall fumish a surcri bond or bonds as security for the faithful J perfomtance of the Contract, including the payment of all pcmm and rums 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 Para„nph 11. The surety or sureties on such t bond or bonds mwt be duly licensed as a surety in the State of Washington. c:&"onMD$PECMA"h l T ` Fv Contracts other than Federal Aid FIiWA ^ 11) The!Otal amount Of this contract is the sum of S 106.794.48 C Ose hundred six thousand seven hundredninM four do0ars and 4R cents c which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the"Special Pruvislons"of this Cont, ct, i, fN WITNFS;.WHEREOF, the City has caused these pmwnts to be signed by its Mayor and attested by its City Cleric and the Contractor has hercurt..o set his har7 and scar the day and year first above-written. ",.. 0N7/RACi'0R CITY OF RENTON er r �El/) A C ty Clerk dba &-'RY P-wi awe Co s av noe o l rr Firm Namc a.io. Individual 0 Partnership *Corporation Incorporated in �✓ASvtµaTan/ Attention If business is a CORPORAnor I, name of the corporation should be listed in full and both President and Secretary mast sign the contract,OR if one signature is by corporation by-laws,a copy of tile by shall be furnished to the City and made a Part of the contract document. If business is a PARTNERSHiP,full name of each partner should be listed followco by d/b/a (doing business as) and firm or trade name; arty one partner mny sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a id name of the company. c:0rppy9lnSPEGTIM/bA ,- 4 J i- .. ?et 1. h V v�,a< t Q„ , e n * CITY OF RENTON BUSINESS LICENSE T 94, �I� ( LICENSE NUMBED I ISSUE GATE I LOCATION OF BUSINESS Lwwe.. he. mace .00M1uno, toe . Oty of R..w. Nut,... Nnna, m acc.Umo with 4016 03/0'//94 191S 8AP:5 VALLEY HY the PIcNMos of TPU V,Business f e,l.tion. Ch"M 1,Coce of G.MfM OMIn.M..of the City of R.m...nc On..to comp, with all tne UpWem.nt.. ..k oNin.ne.. Lic.rn.a poll IunMr comps with nv.M ap atMr City Cod.., OWiMrwu, SUB Law. anci STC)NEWAY CONCRETE INC/MERLINO R.pul.Non."pi...N1.I.IN,Nuain.0.nhtty 912S 101'H AVE S B...... Pon INS Iicenu .• piece of 11 SEA2TLE WA ,,Ai, Nusin.n, iCity U.acnmin Romon 30 Mill Ave.S. Penton,WA 88066 Phone(306)61 236-3608 onaa ttn. y J — J Af y, xr �eY*t(N,@e ro r i , r DETACH TO DISPLOY CERTIFICATE? DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A %ONST CONT ' GENERAL REMSTRATION Nl/MBER EXR1UTIfM WE 01 _ _. GA YMC 15Oh+M 107/22/94 EFFECTIVE DATE 07/16/85 STA?EOFWASHINGTON fiARV MERLIN) CON'Sy CO INC 9125 LOTH AVE S SEATTLE 4A 98108 G626-062-000 j09':I c=p' L DETACH -0 DISPLAY CERTIFIC TE 1 t� r. T. i M i H f IuvfrYltN. CERTIFICATE OF INSURANCE °"`"'"°° " 5/20/9V aE1eolIDaI1 THIS CERTIFICATE IS ISSVEU AS MATTER OF MFORY IC WILLIS CORRWN CORPORrT ION Df SEAT LLF ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE WI Be. C-]a2D1 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Seattle MA 01 I_ ALTER THE COVERAGE AFFORDED By THE POLICIES BELOW. (5061 386-TROD - _ -- --- PANIES AFFORDING COVERAGE - caforNr A Valiant Insurance Capam (karylandl ..I caI'a f New tin" Idurafwa comma" (",Mdl h` Cary Merlin Construction Co., Inc. - - -- "- -- w.( Stoneway Concrete C 9125 tOth Ave S _ - .—--- - - -- - Seattle WA 90 108 ;.wvAHr _ THIS W:TO CERTRY TXAT THE POLCIES CF INSUMNLE LISTED BELOW HAVE BEEN ISSUED i0 THE INSURED NAMED ABOVE FOR THE POLICY PERWIO INDICATEDffl NOTWRHBTANDai(f ANY REUJIREMEM.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO YRIIGH THIS TE MAY BE ISSUED OR MY PC:RTAN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBIECT TO ALL THE TIfta NS AND CONORKM OF SUCH POLICIES.LBSTS S. MAY HAVE BEEN REDUCED By PAID CLAMS. EVaM9Mn60laadaYN1 __EIAaairrf 2000,000 eacui ossEmL I1MaaHY' EPA2"037e53 12/31/93 12/31/94cuea rANDE is_.� 1,000,000 EBWcdrApt I ODD 000 pa pAWalpMawawf ep T:iD utDOPMre«a.aNt 5,000-af ueaNfrr eaelalOfalSltlaar f / 000000 AurD EG2103'S03 , , ,al oyixEO AUrCe tlfiL�w f A sCef0AEDAUr05 .. M waac.ulm aWLY aMFR ♦f a ralH-owNEO Autos IrNrealaaM ._FR°rNnrowrDE f t - - OAeeYMfa�Y AUiDOIa.Y_NATX.fpir I__.-_ A11Y aUb OINEIItwW AVIOOIr 6IpIACEDINi i -. ..— ra°REDArE f as:ia0auIYIOWN a 7s00D 000 ncaaiMaam _—__-- - B X uawAtuA roAu UM6B1'BB35 12/31/93 12/37/9p �.AaaVaMMT! _- 1 1 000 �f orsrEH riuH UNweVu saw _ uaaera dlaewan°w as -_-. - arArufoWYlaam MKDyMIa'INaRRr EAa1AGDNEp t rut ntonaeroa eWw aBiMafOIWRLYr .a _..-__.. rMnransemevrNE -- aaaAaa aontalaLoyFA a oE,celaAaf I - mIIP1 a �aq-I I�M enter. 0011'. I aealWEaAL RW TNe city of Manton, itrs platted ek a°pointed officers, ofelf al s, a named :n uredreWrdingtsmit, and volunteers are additional Insured as respects work Par farmed by or on behalf of the named :nsuree regarding Dayton Ave Sanitary 5e.ers LID 337. Primary coverage as Per CC 2010 on file, Severability of interest as par CC 0001, and rontrecteal yenereI agyreyate as Par CC 2503. mlIOLONR CANCELLATION -- _ MaILD AHY Cr THE aWve tM City of Rent°n iaFaenom Daft riitna. real aMIS aBfaaR aY Mona S a 200 Hi 11 A. S. 30 ""ismi aN Mersa to THE I1MNIaIDAta 110LOa11Yr A M u"I Renton WA 98055 SDPMONWAtfNIN1 I tlKxwflalNRrOlgYc XaaXe�fa Mn«oaBtc'MramnArrvt ' _ - IDONALO W. HACIC/Willi - a )ACORD 25-5(3N3) a ACOHD CCFIPORATN>1 TOW F POLICY NUMBER PRODUCER NfIMBER ACCOUM NUMBER PAGE V142 ,I -,1 1 Lr YAL:r+N+ INUU11AHCE COMVANV O� A S+UL'h CHolm O YL':+ I'C. NO1Nl!;S lA 8tl.''.�, I Till" LIIVI I2AGL PARI •(,01ful:.14; U( SN1!, DECLARATIONS FORM. TNt -:Jh'-ON POLICY VUN01I IUN5, SHE COMMERCIAL 61:41,12AL LIA11(I 1)Y FORM AND THE ENDORSEMENTS LNUr,;A(LD AU APPLICABLL• (GL1. 'COMMON POLICY OLI;LA&ATIDNS' FOR ITEMS 1 AND 11 -NAMI:b LNSUI<ED+ &ANY MLVI ONO COM1:Tlc. COMI•ANY, 11+C. F'ER ATTACHED ENDT. S'i LM i. I I /MIT!, HF INSURANCE III GLNLUuI. AGGUL6ASL 1_11+� I $ 2,000,060 (O111ER IIIAN PRUDUCT3 - I:IIMPLLTBD UPERA'T(OWO PNUDULIS COMPLETED UPILWAIIUNS AG61(LGAIL LIMIT $ 1,080,008 PERSUHAL 6 ADVERTIUING INJURY LIMIT S 1,see,SIN EAU11 UCC''IRREMgL LIM) F $ 1,009,"a' FIRE OAMMGE LIMIT - ANY UNE 1'1RE $ leg' a" MEOTCAL EXPENDE`LIM!11 •- ANY ONE PERSON---------- ERSON ___..._ ...- __ ________ ____ _ ,' LUCA710N _LJ3 LOCATIUN Off. BE" TOU O10(, RENT OR UCCUPYI FOR DESCRIPTI rw INBIIRCT PRE Ent REall TO THE ATTALNED SCHEDULES •yy CLASSIFICATIONS ALI CLAUSIF IL•ATIONI< APPLICABLL TO THIS CUVLRAGE FORM MAY St FOUND IN -THE AT(ACHL'D 'SL•HEDULES FOTtNS APPLICABLE LNDUR;LMLNr9 AI"TACIIED 11) 11115 COVERAGE 1:1114MI e Lfr'tlN 81 11 UU bl 01 11 89 • ti, 03 80 16 93 , ■■ rT :'] tl1 LI III Tt %0 21 It 115 it- NI 46 11 RB 15 15 3 69 89 Y '37-671 0 09 98 `4R$8 r?799 3609 982141 4=243 -Gm10 ----------------------------------- TO 1(4 11" i"Ili I QV III L': I,UVI I:hGL PART i Nla flnl +'L111�Y121i;111• fl r1A(: I2 i;11 OF Iµ AIRANC;i ;,li M1Yi Ill, !1FF-G.. +°.., WITH ITS , Ell F I I. Hu, . I ' tY1�FA PROOlIC61 ACCOIMF �_• L 1 nl' 10001 1u(,L- •r iN•I/ UI M ,:w B!S(HESD iVALIANI IN:-I' u" ''IN, .. IDIt LOVL. "+ A "I ULR CUMI':n 1, WLSI DEC; MUIH,-S IA bNaS:, � iCUMNIIN PULLLY DLLLARATIUN � O in1I3 CUMMUH :•LIT 0 1 ULLLAHAfInN 1+1I:1 COV: tfAGE PARTS AND ENDORSEMENT:.. 1F ANY, IL'1111.1) 10 I UI(M . 1'04141 11:1 ULUI , UIIMI'1 l'iLS THE ABuVL NUMBERED COMMERCIAL i INUIDMMCE POLICY. I1C• *WKD IN3111tLU AND MAILINL ADDItLUU# PRODUCER NAME AND ADDRESBt GARY NERLINU CONSI. CO.. INC. WILLIS CORIMN CORP/BEATTLE PER &NAM D END1. P.O. BUX C-34261 V12ffwAftlitiAVE 3 SEATTLE i.DV Ilk 98124 i �[A13 WA "IOU Q9.6)3116-7400 CLIOPtRfUD: I'IIUM 12/31/93 f0 12/31/91 A7 12101 A.M. STANDARD .+ TIML AT YOUR MAILING ADDRESS SHOWN ABOVE 3 BUS;$ DE3CRIPTTUNI 3lWEli/WA I"lit 1:UN8'f, ' FOR ^}BUCINLUS: _ IN R44ditN (Uk IIIL PAYMCM7 OF TlIL PREMIUM, ANI SUBJECT TO ALL THE TERMS 01 TKU POLICY. WI- AGRLL W1114 YOU '10 PRUVIDE TM1. INSURANCE AS STATED IN THIS ;POLICY. I. 3. fNI1l PUL?CY CLAWI9fS OF TtW i�ULLUWING COVERAGE PARTS FUR WIIILH A 11kLMIUM IS INDICATI.D. TIUL PREMIUM MAY BE OUDJEC f Iv AlmUs I MIENT. CUIYILkCIAI AUIU CUVLNAGE 11AW1 0 1AXES/3UHIIHANGES s TUTAL $ PcMIDI FAIPM LRUL LL/BILITI Imum 15 PAYADLE IN IHSIALI.Mt..NT3@ ':17: ENDlik SEMENT. It n. S CORMS APPLICABLE TU ALL PAItf3v IL BI 16 11 bU/ 9V fNl 07 0': ' .TLk516HLD . .____ .. . I' . . .� ti.Jt-::. BY ___ ___ ______ -��. '\ 1>.I L (AUTHORIZED REPRESENTf.TI VE^ tAO i., .. . . . . .. . . . . '--'----- 1 11. LUI':I:ii.:1.1 nA 1: 1:11a. Ill SERVICES OFFICE. Tlh-.. . WI ITS ',13N, i IP':1:1 GII1, IH!;IIRANCL l.FRV1I.: UFf iCE. :NC., ISH<. a � F- s� CITY OF RENCON INSURANCE INFORMATION FORM For: QpsgykMvlino Construction S-352 t Project Number. _ Arc the foLLowing mvcragc's and/or conditions in effect? I •. Yes No c � The Policy form 4s ISO Commercial Getal Liability tt no,attacha form CG 00 01 d(X'F,10,@IORXW9ck>p�af0 copy of the policy with required coverage's clearly X identified. X . products and Completed Operation Coverage t' Cross Liabidty Clause(or equivalent wording) X Pcrs nal injury Liability Coverage 06%XXWXV4WX X c�29Xvfdl>rdfclHtdG)-X --- HXWg> XK property Damage with X, C. U Hazards X ' ' included --' (' Blanket Contractual Lability Coverage applying to this X j contract -- Employers Liability-Stop Gap X Insurer's Best Rating GL A XI AL = 'A XI Excess A XI 1 This Questionnaire is issued as a matter of Information. Thls ques[Io.Inalre is not an insurance extend or alter the coverage afforded by the policies indicated cu policy and does not amend, f. the attached Certificate Of Insurance. The City shall,obtain Declaration of Policy pages from awarded bidder prior to --cution of contract. i ... -- f' Willis COrroon Corp of Seattle.—a� *. M2hge'r L Webb - Agency/Broker C,yo�gmmppleted by(type) r ft PO Box 34201 Seattle WA 98124 -`�;(/,%i�A�� -Address — -Completed by(signature) ry Donald W. Bacic :.a@:; 386-79 32 Name of Person to contract Telephone Number ANOTE: TIES QUFSIIOWNAEtE MUST BE COMPIEIED AND ATTAC110D TU CERTIFICATE OF INSURANCE fe Frlanb/coo�ncVFNDORSF..DOC/6h I tr 1M I P CITY OF RENTON STANDARD I^ ENDCRSEMENT V' In eortsideration of the premium charged, It is hereby agreed and understood that Policy ` Numt,,r EPA21037453 issued by Valiant Ins. Co. Insurance Company,, is omendcd to include the following terms and conditions as respects Contract Number ucd by the(OWNER). t — i 1. ,ADDITIONAL INSURED. Thc OWNER their elected or appointed officers, officials, employdes, subconsultants, and volunteers arc Included as additionally insured with regard to �4 I damages and defense of Elaine arising trom: (a) activities performed by or on behalf of the 1^ NAMED INSURED; or(b) products and completed operations of the NAMED INSURED, or(c) "'- premises owned,Icataed or used by the NAMED INSURED. it 2. CONTRIBUTION NOT REQUIRED. As respects. (a) work performed by the NAMED INSURED for or on behalf of the OWNER:or(b)products sold by the NAMED INSURED to the OWNER: or (c) premises leased by the NAMED INSURED from the OWNER, the insurance afforded by this policy shall be primary Insurance as respects the OWNER,or any otter insured. its elected or appointed officers, officials,employees, subconsultants or volunteers;or stand in an unbmken chain of coverage excess of the NAMED INSURF-"S scheduled underlying primary coverage. In either event, anv other insurance maintained by a OWNER,or any other insured, its eyed or appointed officers, officials, employees, sober, ultants or volunteers shall be in exec of this insurance and shall not contribute with it. ,. . ). SEVERABDIFY OF INTEREST. The Inclusion of more than one Insured under this policy shall not affect the rights or any Insured as respects any claim,suit or judgment made or brought by or for+ray other Insured or by or for any employee of any other Insured. This policy shall protect each Insured i i the same manner as though a separate policy had been issued to each, except that noticing herein shall operate to increase the company's Ii;iluhm bc;-ond the amount or amounts for which the company would have been Hanle had only one msured been name. 4. CANCELLATION NOTICE. The insurance afforded by this policy shall not be suspended, voided, canceled, reduced in coverage or in limits except after FORTY-FNE (45) days' prior 1, written notice by certified mad return receipt requested hu been given to the OWNER Such I notice shall be addmswJ to(a)the OWNER and(b)the CONTRACTOR 7 I 5. CLAIM REPORTING. The OWNER has no obligation to report occurrences unless a cleuu has been fled with the OWNER. 6 AGGREGATE LLMIT. The General Aggregate Limit under Limits of Insurance apphc, separately to the above named cowesci for the above named OWNER Dona1C a. aacic 4 Date A,tI1jicd Representative e Signature sa tt� t. ntanycom...tnNooasc.ocun.n Z00 m1 uuoaaoJ s'I11a 0bGL9R£807, XY{ L9 01 K/zo 90 iLe wt �r s. l.a STATE Of WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES ESAC DIV,SIDN - TELEPNONE (206) 956.5335 m BOK 44540, CLEIEIA, WSH!MT0N 96504-4540 t IMSMINGTCII STATE INEVAILIMG WIDE RATES KING CDIIMTY 1 EFFECTIVE 03-03-94 . . . . . . . . . . . a (SEE BENEFIT CODE KEY) NOISILY NDIIRLY WER RAGE FRINGE FINE NOL IDAY MOTE FMFS1LILdT12M &UK 1EMEIITi »ASREST08 BASTION• 40TIFIM - Certifisa A,wStos ADet~T NOrksr 18.39 4.15 _ 1N 50 ANTOMIIVE E9GIMEMI NECHANICS SONilast., 11.20 2.19 1B Am, 81 Jwrn y La i Nsclanic 14.00 2.W 1B N BE BOILERMKE[f bl Lsra6ksr 22.37 8.14 1R SM BRICKLAYERS AND MRBLE NAMIS Atl Classificstlo 21.79 4.71 10 SI. WILDING SERVICE MLMEE: , JANITOR 8.75 1-W 2f 50 TRAVELING 4N[ER73NMPOOER 9. 5 1.09 2F 59 VIN00N CLEANER 12.M 1.33 1 SS MINT NNERS CaDip t "kor - In S6w 11.71 O.o0 1 CARPENTERS Carpsnn, 21.04 S.W IN SD Drwdl AWLicatcr 21.04 $.D0 1N SD Crs6lotw Mt Yl.t 21.14 5.00 1N SD doe r Fwseer 21.17 5.00 IN 50 f . Ft", Law, 21.17 5.00 1N So Floor Santa, 21.17 S.DO 1P. SD SankZ 21.17 5.00 1N SD SAim , 21.17 S-Od 1N 50 Acc.tical Yorker 21.20 S.o0 1N 50 L pi LSAriwr 21.24 5.00 IN SO i St.tiona,V Nood,orki,N %.tF 21.17 5.00 iN SO M11Lvrignt 22.04 5.00 1N SD L QIEYT NAMNS CENENT MSDM 21.56 6.60 10 50 PATCPING AND PAVING 21.56 6.60 10 SD l - WRING 21,56 6.60 10 5D GVRB AND RATTER 21.56 6.60 10 SD S10EMLKS 21.56 6.60 10 SD j UAL ING 00V0ND 21.56 6.60 10 SD I' 1ADERLAYNL NT 21.BI 6.60 10 50 MST IC, EPDXY, PLASIIC Z1.81 6.60 10 50 CON:RETE SAN 21.81 6.60 10 SD PARR TOOLS AND GRINDERS 21.91 6.60 10 50 f SANDBLASTING 21.81 6.60 10 50 1IM1 SN COLORED CWCRElf 21.r 6.60 10 5D OMITT NOZZLE PERSON 21.81 6.60 10 SD IN TDMREL WORKERS 21.61 6.60 10 So T90EL M CHIVE ON COLORED 23.06 6.60 10 So SONS, C00H05ITION [A KALMM FL: $ IS . WISNINGTON STATE PREVAILING 1MGE RATES - EFFECTIVE 03-03-% _ KING CULPRIT NEARLY IMLY (ME KNEFI, LOCH, KEY) FIO Dykq CLASSIFICATION WGE FRINGE TIR ROAM' ND7E E6T1 BR ENT TS w DIVERS PAID TRADERS DIVER 52.% 5.00 DIV_N TENDER 1M23.15 SD r , 5.00 1N 5D In AOCition to tM hourly woo.ro, friW Dorof I to, the folloNiry Wpth WAN" MPIy to CmothP of fifty foot or more Nor SO. To 'Do. - S"OD per foot for Wh foot over 50 foot , Nor 100' to 175. S2,2S Per foot for e.th foot over IN FAA, Over 175' to 2SO' - 55.50 per foot it: moch fool over 175 1"T N Over 2S0' - Oi"^.My M. their PNn prig, VovioNo, it is no In. th.n the Rest. 11aeE for 2SO foot "DREDGE WORSE" ASSISTANT ENGINEER 21.01 O:L'.A5.51 13 51 LEVERNAN ]0'67 5.51 Ip S1 13 RATES 21.43 5.51 51 WIN WISEN 21.01 5.51 13 SI ASSISTANT MATE (DE[KNAMD) 21.01 5.51 1S 51 ENGINEER WELDER 20'67 5.51 13 51 CRAYl1VJ1 21.06 5.51 13 5I MAINTENANCE 21-06 5.51 13 51 20.57 5.51 to Sf "DRYWALL FINISHERS ' JwIfty L.vel • 21.52 4.21 1 4 " ELECTRICAL fINTRE PANTERMICE "ats Jwrrwy level $.00 1.17 L ELECTRICIANS JOURNEY LEVEL -t1 CABLE SPLICER 7.04 iJ EN CONSTRUCTION STOCK PERSON 25'62 7.11 1J Y '2.57 6.A2 1J fM EIFCTRICIAY3 - HOTR SMW I 3 Craft.qr.m ZA K 3.951.42 JPurryy LMI 1I.29 1.A0 L k L� ^ELECTRICIANS - POIERLINE MSTRICTIR 1 Journ.y L.vel Line El.ctr itisn 22.X C.DIA Splicer 5.53 u SA C.rtifl" Lin.Elstriti.n WIOer 24-73 5.61 M af SA RE Pot. Sprey.r 22.X 5.53 SA BE u NeM Lin[Wipmont Worker 22.X 5.53 M 5A Ewipmont Worker 22.X 5.53 Y SA 19.27 A.63 MNJ OrwNNp Penm 16.E6 AA SA AE r Powder Pem 16.86 A'X y' SA !N �1. J.tkhmm%r Oper.Tor A•X fA SA BE 15.35 Grouts Per.an S AHD TE 16'36 a SA BE M 6E - oo ELECTMIC TECMIICIANLFCgN [UTION TECtSIICIW A.71 SA Journey LMI 12.07 0.00 1 ELEVATOR MSTAWCTRS Mechanic in G.r, MKhit M.7D 7.72 .n AA so C. r.tor 7•SA u 60 PraGtim.ry Cantrucw. 16.59 7.12 4 6P u 6D 1 i e 3 WASHINGTON STATE PREWLINO NA6E RATES - EFFECTIVE 03-0.3-94 (SEE BENEFIT C%E MY) NOANLY HOURLY OVER WGE FRINGE TINE NDL IDAY NOTE r CLASSIF I GTICS RAZE BENEFITS T♦•FEE AICATE G D KEST CONE NCTE F11(WCTS 'J'71 ARCOTECT0NAL AND PRESTRESSED COUCRFTE ALL CLASSIFICATIONS 8,65 1.24 1 ALL OIMEN CdICRETE PRmtICTf MTINTENANCE 13,% 3.00 1 ..i MAATW 13.45 3.00 1 OAITE 13.45 3.00 1 REBAR 13.45 3.00 1 FANICATOR 13.45 3.W 1 VET FOUR t3-M 3.00 1 YARD PATCH 13.20 3.W 1 W OER - 13.20 3.W _ 1 CLEAN OP 13.20 3,00 1 -" FENCE MECTOIS AND FENCE I.A6DRERS Fen9e Erector 13,80 0.D0 1 Fence LWRCrer 1t,60 O,Op 1 ' FLAGGENS Jarmy Level 13.71 4.15 1N SD " GLA21ERS Jwr"Y uvI 21,82 3.T9 2E SG glENMORE ERECTOPS Gr4 .. Erect.r 8.00 0.00 1 ANENT AR) FROST INSL YMS (ASBESTOS"MRS) MECHANIC 24-09 4.91 M M F MA71K EQUIFIENT MECHANICS JWrr y LP L 16.04 2.41 1J SA r INDUSTRIA ENGINE NECNANICS Jl trial E,ine AxH, 12.86 2.79 1 �• 11 TRIA VAOIWI P01EP CLEANER Jcur.y.tewl 7.W 1.17 1 I INLAND "THEN Operator 17.59 2.96 IN 5p Ergineer-Deckhartl 16.81 2.% 19 SD DAckhanN 15.19 2.96 1N SO INSFECTIM. CLEANING, SEALING 01 ScIEA FJD AT£R SVS1£tt Technician 6.25 0.00 1 CL.Drer OR ..I." I.,a..... 8.25 1.49 1 TV lru l Operawr 8.75 1.78 1 Great Truck 0",.tor 9.50 1.9 \ NaNN Opera to, 10.50 2.211 1 •' INSVUTIOI AFPLICATCOM Journey L.Vet \6.58 0.00 1 1D1Y1DRNERt J"VFY LEVEL 20.25 p,17 Is SA INd FNi Aapaat Reker 18.87 4.15 1N SO Bal4at Re9ataur M.cRi ne 13.71 4.15 1" SD N.tm Ib1 ,k.n 19.23 4.15 1N 3D C.e.Yon Wrker 18.39 4.15 1N SO Carpenter ,*,/Pr 18.87 4,15 IN SD Coommt,~Z Dl,sh., viry 18.39 4.15 1N >D C.Nent Finisher TerMr 18.SD L15 iN b i 'r•"'�'_�.. """e'Nr..NA,NI.,.,yatwNN: TS n st t WfN1YGi0Y STATE PREVAILING WOE dlES - EFFECTIVE 03-03-94 [IYO C0R11 cm KWFIT CODE KEY) I LY MgRLY OVER MQ EREW TIME HOLIDAY MOTE CLASSIPICATIN MR E[YEfiTf mm 2m �l Chipplw Gun 16.39 4.15 IN SD Chuck Tartar 14.39 4.15 1N 5D CtW-w Labors 16.39 4.15 1N 5D [creme Form Stripper 16.39 4.15 1N 5D Corcrete Its.upsrat9r 16.67 4.15 IN 51) Crusher maader 15.71 4.15 IN so ' Curiro Concrete 16.39 4.15 1" SO Oanlitiah - Wrackim ane N.Yiro 16.39 4.15 IN 5D O lk,t tlim a...W Nmwi.1U DIVer 19.23 4.15 1N 5D Wit OWStat (Hydraulic, Sit aard, fir Tree) 16.67 4.15 1N Sp , fpory TaNnieiah 15.39 4.15 IN 5D mattv/Suiek.r-Chafe SAW 16.67 4.15 iN 5D First OetaiL ClesiNp 11.39 4.15 _ 1N 5D WDim faak.t Witter 16.39 4.15 IN 5C General Labors 16.39 4.15 1N 5J Gradr neck.r artl Transit Nan 16.67 4.15 1N 5D Grirder. 15.39 4.15 IN 5D M...rdaw West.Worker L.V.1 A 19.23 4.15 1N w H.z.rdow West.Worker Livel D 16.37 4.15 IN Hazardous Waste Worker Levels C and D 16.39 4.15 1N SD Minh S'st.r 16.67 4.15 1N 5D Nod Carr;.r/Nortargn 16.67 4.15 1N 5D Jackhammer 13.67 4.15 1N SD ' Miner 19.23 4.15 1N s0 t wotllapen - Concrete Sup. 4r.m Cutter F.n 16.67 4.15 IN 50 wiry high Pressure air and Water w carcrate rtl rpek, .anmbst, unit., Sl of Crete, Weer Dlnt.r P.Neaent ar ek.r 111.117 4.15 IN 5D Pllot Car 13.71 4.15 1N 5D Pipe Retire, trot insert type) 15.67 4.15 IN 5D Pip.i.yer shot Calk.r 15.57 4.15 IN 50 Pot trdar 16.39 4.15 IN SD Powdarwan 19.23 4.15 1N SO Powki. N.lper 16.39 4.15 1N SD ROt,tu l Spit.Pullet (power) 13.67 4.15 IN SO a Rt 19.23 4.15 1N 5D r Sremder (Concrete) 16.67 4.15 1N 5D SpreMer - Clary Pow, or SisR.r fypas 18.67 4.15 1Y. 5D Stake Hopper 16.39 4.15 1N 5D Taper (Nut tlPle rot Sei4 Propallad) 16.67 4.15 1N 5D Temper aId bails. 3lsctfic, All rot Gas 16.67 4.15 IN SD loolrooa Rrl (at )Ph nit.) 16.39 4.15 IR 5D Topnn • T.ilsen 16.39 4.15 1N SD Tracklih.r (Power) 16.67 4.15 1N 5D lunar 0...to, 16.39 4.15 1N SD HDr.tir,, Screed (War, Ga., or Elertr,r 16.39 4.13 1N 50 y Vibrator 16.67 4.15 iN 5D Mil-Point Parson 16.67 4.15 1N SD • LfsQERS - UTILITIES CONSTRUCTION (SEE LADORERS) J: QKRAL LAMEN 10.39 4.15 IN 5D P;PE"YEN 16.67 4.15 1N 50 es LANDSCAPE C T*WCTIMI Irripatlon EW.irmt irutaaer. 11.07 0.00 1 Irriott.4 Lar IP-.pa ENripMnt Durators 10.63 0.00 Laniscapirq or Plntinp Laporera 9.42 0.00 1 a. LATHERS ' JOWNEY LEVEL 21A6 5.00 1. fN as MCMIMISTS (NM%LECTRIC SItE Wplq MecMni.t 16.64 0.00 1 as MATERIAL R let - T IT NIR transit Mi. - terser 9 C.. Yogi. 16.39 S." 2J 61 N Trrw it Mi. - 9 C.. Yda. rot tiler IS." 5.66 2J 6t W 1.4 u i J 5 WSXIMSIOi STATE PREVAILING WAGE RATES - Ef fE[i IVE 03-03-94 nNG mrTT 1 ME REWFIT CODE KEY) NOELY AL ALT Mid t. NNQ HINGE TIRE NOL IDAY NOTE 2LASSIf1GTtOt MR KNEFI!S_ METAL :WIGTOR_ (IN SHOP) itbr 15.66 0.00 t Nettie, 15.0 0. 1 1 AAnhirm, Operator 13.OA O.LJ 1 PRIM, 11.10 O.DO i La,oror 9.78 POONAR WILDIM Cabinet AsseiDly, E'e triciw, PLtAber, 10.23 1.33 EWimNnt NaintNnNnce, Utility Persm, iMl NAintFWca, Yet Eer ��. P,.tim worker 7.93 1.13 1 PAINIERS - JOJRMEY LEVEL 18.7y 2.89 1 SA y; PLASTERERS JCXARKY LEVEL 20.63 6.25 19 SA NAyCAOUID AND PAR,EOi1PAENT INSTALLERS F JwrrRY Lew( 6.42 0.00 1 AA TLLRNIERS AND PIPERTTERS JOLARKY LEVEL es-75 8.76 IT 5A pool EMIPNEMY OPERATORS A-frw Crane over ton 21.25 5.51 1Y SO 8t b PraAe Crane, 10 tons Pnd vMer 19.15 5.51 IN 5D 8L P.` Anietant ENirleers (Oi LP,$) 19.15 5.51 1N SO 8t RPckhx 75 NP L a,tier 21.25 5.51 IN SO at Backhoe A NP Lover 21.61 5.51 1N 5D 8L RwMw 3 ytis E uNer 21.61 5.51 1M 50 EL bckhoes over 3 pros 11 6 ysrtis 22.05 S.SI 1N 5O 8L BAIT Loaders - Et..T,n, Type 21.25 5.51 1N SO 8t Bobcat 19.15 5.51 1N 50 8L ,row 19.15 $.$1 IN 5c at Dup Ntur 21.61 5.51 1N SO 81. Cab(ANep 22.05 5.51 IN SO 8t Chipper 21.61 5.51 IN Sc 8L COApraasarP 19.15 5.51 1N SO 8L Cart rate MAtch PIArt 21.61 5.51 1N 5D 8L Concrete Pugs 21.25 5.51 1N SD 8L 'y CPmepra 21.25 5.51 IN 50 at Credit - 200 tan Anti aver, or 250, of boom 23.r! 5.51 1N 50 8L irct Win, jib Mith Attscriaent, L, Crw - 100 Tan thru I" Tau 22.55 S.SI 1N SD BL 91 ISO It. Rom irx,LWin, Jib retl over Crene - 4S Ton, thrw�+99 tads or 4.05 5.51 1" SD 8L ISO Ft, of 119eN Crone - OwrheW, Bridge Type (45 - 99 tads) 22.D5 5.51 IN SO 8L C,w Overhead, BriMe Type ROD T. NnAt Over 22.55 5.51 In SO 8L Crane OverheW, Rridp Typa (2U - JY, tan) 21.61 5.51 1N SO 8L (� Cranes 20 - H tom 21.61 5.51 1N SD 8L Lrodyll - thragn 19 tons 21.25 5.51 IN `0 BL CrWhers 21.61 5.51 1N SD 8L L , bck Erpirwer/Deck Yirches (paver) 21.61 5.51 iN 50 8t Derrick, Wilding 22.05 5.51 1N 50 at Do,ars, 0-9 S order 21.25 5.51 1N SO 8L D,lli Ui LArs - A1Ee, Type 21.25 5.51 1N SD PL Drit L im bchim 21.61 5.51 1N SD 8L ?• F4ipAant Service E%ineer (Oiler) 21.25 5.51 1N SO 8t Fill Mira NAMina/Curb Em,u6er 21.61 5.51 1N SO at Fmk LIftA, aldar 1000 ibs 19.15 5.51 1N 5, ILL fork Lifts, 3000 Lbs and over 21.25 5.51 1N SO 8t VW, EMinaar 21.25 5.51 1N SO ILL. GrAtiRMecker AIE StAkwv, 19.15 5.51 iN % 8L Noieta, Air Iu„erP, 21.25 5.51 1N SD ILL Nydrd iftspom Trucks 10 two An0 u,tie, 19.15 5.51 IN 50 8t .wY y i WSx INGi0x STATE PREVAILING "GE RATES - EFFECTIVE O3-07-94 6 1 KIM6 CORIir � J F (SEE RENEtIi CODE KEY) j MORN MOR[r TIER Is1fF ESINt? L)ME 1OLIOAY ND1E ' CLASSIflwtm adIE EEMEEI r£ ME ME = ' r- 4a xydralifts/ Sou Tracks aver 10 tons A.25 5.5'. iN 50 SL Leader\, S Yde S eer 22.55 5.1.1 IN 5D Y ' Loaders, Overh.st 6 yorde up to a Yarde 22.05 S.0 IN SD al Loaders, OV.rhead Wee 6 Y.rde 21.61 5 51 1N SD It L9c00odves, All 21.61 `.51 1N 5o aL ' MfChSY.PI, All (Alder,) 21.61 3.51 1N SD at { Mixers, AapMlt Plant 21.61 :.51 1N 50 4 y .rotor Patrol Grster - NM-fmmhirp 21.25 5.51 1N SO al Mot.,Petrol Grader Rinbhirp 21.61 5.51 IN 50 SL Mucking Machine, Note, 22.D5 5.51 1M SD P T~ Drill SN/nr Shield Oil Distri tutors, Steers, etc. 19.15 5.51 IN SD SL Y.verent Sruker 19.15 5.51 1N SD IN. C.rManeet Shaft-type Elevnor o. Man'.ift 19.15 5.51 IN 5D SL Pilalriver (Other than Craw MA Tt) Z1.61 5.51 IN 5D aL Plont Oiler (Asphalt Crusher) 21.25 5.51 111 50 SL Pesthole Oi per, N.ch.nic.l 19.15 5.51 IN SD It t PaMer Plant 19.15 5.51 IN 50 SL Pup Truck MRDtst 21.61 5.51 1N 50 SL Convate PIMP Mith Soar Att¢6Ment ' PIMP, "to, 19.15 5.51 1N SD Sl RaA 9 aeN Sis)ly, D-10 and M-41 22.05 5.51 1N SO aL Rote Control O,rotor 22.% 5.51 IN SD at Rolla9an 22.05 5.51 1N 50 R Koller, Other than Rant Pond Mi. 19.15 5.51 IN SD SL Rollers, Mortal. or 21.25 5.51 1N 5D 81 Muttilift Materl.la CPNpositlm Materials Rot.-Mill, Not,-Grl eater 21.61 5.51 IN SD SL Rues. Concrete 21 m 5'l IN "' SL Scrape,. - Carry A0 21.25 5.51 to 5D O< Scraper., C.let. 21.25 5.51 IN SD SL Scrspers, Self-propelled A5 yards W over 22.m 5.51 1" 50 SL teepees, Satf-prdyetled uNsr 45 Yards 21.61 5.51 1N 5, at S:rest Man 21.61 5.51 IN 51 SL Sh,teratr GUJte 19.15 5.51 IN Sr SL Sho,us aM Atta:hMmts, 6 vords S CVAr 22.55 5.51 IN 50 $L 4 SAOV,�A 3 yde 4 uder 21.61 5.51 IN 5D 61. Shove.. over 3 nrds t.+6 yards 22.05 S.S. 1N S0 SL Siipfa a Pevers 22.05 5`1 IN SD SL Spreads,, Topside Operotor 21.25 5.51 1N 50 K SIP.grader - Ill., 21.61 5.51 IN 5D SL Tarr Crva 22.55 5.51 1N 50 M - Tractors T. Me a ucor 21.25 5.51 1N SD SL Tractors over T NP 21.61 5.51 1N 50 at Try rtsH, All Track or truck Tye 22 OS 5.51 1N m al. Traleh IN Xavier, 21.25 5.51 1N 50 SL Truck Cr.Oi,v/D,IVer - 100 T. S over 21.61 5,51 1N 50 at Truck Crar Otter/0river - Lowell IN 1. 21.25 5.51 to SD aL NMaot Tractors, f%mIk Type 19.15 5.51 1N SO $L Toro 0.... 21.41 5.51 IN 50 M j 1 ee POWER EQUIPMENT OPERATORS - WILITIES COMSTRJC71O1 (SEE POWER EQUIPMENT OPERATORS) ae POIEII LINE CLEARANCE TALE Tk'MERS 1' JOURNEY LEVEL IN CNARGL IS.95 4.41 4A SA 4 TREE TIT AMA 16.36 1.32 M SA CNIOPER OPLRATOR 13.09 3.51 M SA SPNAY PERSON 13.09 3.51 M SA ; TREE TRIMMER GROUND PERSON 11.17 3.45 4A SA w REAIGERATION AND AIR CONDITIONING NECMANIC MECNAMIC 20.64 to." to SA _. RESIDENTIAL CONSTR CTIOW N.A. Carpenter. 11.55 3.50 1 R.I. COa lead. Tfch 12.07 0.00 1 Nes. Dry atl r.urs 19.15 O.OD 1 Nes. Elecerici.ns 15.21 G.00 1 1 7 WSMUrGYOR 6LTt PREVAILING INIG RATES - EFFECTIVE OS-OS-94 CIN CWYTY (FEE BENEFIT CORE KEY) HOURLY NWRLY OVER IRRE FRINGE TIN PERIM VOTE CLASSIFI CATIOR MR sEN1112 get gn RNA. Electronic TKI. 12.07 0.03 1 I Rea. Glsx iers 11.87 0.00 1 R<e. Inula[ian Appl. 11.00 2.96 1 Res. Laborers 7.96 0.00 1 Res. Peintrrs 14.66 1.DO F Res. Plumbers ".1. 1626 3.41 1 Res. Retrt petition Rl. 12:73 4.01 1 Rea. SNNt RneL RAKN. 17.55 2.7u t Rea. Solt FLoor L.",. 19.99 0.W 1 Res, Sprinkler Fltt*rs - Fire ProncHm 15A0 3.32 ID Sc ja ROOFERS ARE,WTEBPROOFE.; a - JOURNEC LEVEL 20.75 4.15 1R SA USING BITWINWS WTERIALS 23.75 4.15 A SA • SHEET NtAL PORKERS WMANIC 24.11 7.02 12 SIGN URGERS li SIGN PAINTER 1E.39 2,42 1 SIGN MANGER 15.0 2.42 1 CONSYRUCTION 15.63 2.42 1 SILK SCRFEMER 12.16 2.42 1 cc.SIROC114 "B" 7.91 2.42 1 PROOLKTIOI SILK SCREENER 7.E2 2.42 1 SHOP MR" A.99 Z.42 1 SIBY MAKERS ANC :gli LERS (ELECTRICAL) Journey Level 17.29 2.GO 1 Stock Persm 8.65 t.74 1 SOFT FLOOR LATERS JOIRNV LEVEL 1S.T9 4.81 1B 5A ROLM MIMS FOR NINOArS s All Cl ass Tticati ps 11.20 1.24 ' 5S SPRINKLER FITTERS FIRE PREVEKTIOR JOURNEY LEVEL 24.89 10.63 1J Sc 1 w STAGE RIGGING NONAMICS i �' Mc�anic 10.50 2.75 1 SURVEYORS C'n<in Persm 9.35 0.00 1 in<tr.t hram or Fnpineeq 11.40 0.0 1 Parry CMeF 13.40 0.00 1 Ne TELEPYORE LINK CO.STRUCTICI - WSIDE CAR'LE SPLICER 17.53 2.09 1B 5A .. SPECIAL APPARATUS INSTALLER 1 11.53 2.09 19 5A SPECIAL APPARATUS INSTALLER 11 17.12 2.09 tB SA INSTALLEA - REPAIRER 16.69 2.OR IB SA TELEPHONE EOu1PNNT OFERATOR - HEAVY 17.SS 2.09 IB SA r TELEPHONE FWIPNCNt OPERATOR - LIGNI 16.1 2-07 1B SA p JCWNEY LEVEL TEIE^MORE LIVEPEPSON 16.11 2.07 Is SA MOL GRO E DIGGER/ AOD MASON E.57 1.92 16 SA REE TRIRNER 16.11 2.07 is 5A POLE 'PRAYER 16.11 2.07 Is SA ( TELEVISION SYSTEM TECHNICIAN 14.29 2.03 Is SA I%IvISIOR TECHNICIAN 12.57 2.00 1B 5A TELEVISION LINEPERSOR 11.55 1.9E is SA TELEVISIM GAC)UND PERSON 5.00 1.91 A SA e WSN IMGIOY STATE PREVAILING WOE RATES - EFFECTIVE 03-OS-9G KIN GQMITY (SEE BENEFIT CODE MY) HOIRLY NOLRLY OVER 1OGE FRINGE TINE HOLIDAY MOTE CAASSIFIGT1O1 Sdij BENEFIT ME Mi gn TE1RR220 NO MtS AN TILE SETTERS JOJRNEY LEVEL 21.62 4.71 IN SA ti TILE, NARKLE AID TERRA220 fiv ISNERS FINI:NER 17.30 4.71 1N 5A w TRAFFIC CONTBOL S721PERS JOLNTNEI LEVEL 1e.1G 3.49 1K SA TRYCK DRIVERS A-frame or Hytlrnlift Trucks or SIaIIAr 20.62 5.20 1N SO at {impacDi IN BM Simi LAr 20.62 5.20 IN SD SL Butt Cw0t or Sim Sie 20.62 5.20 1N N uNo II Iif , Similar 20.OG 5.20 _ In SO BL SO SL E (Mat Yarahanirp) Buss orr CAyloytt naul 20.04 5.20 ,N 50 R DugAttr 6 - Less than 16 -a Ms 20.62 5.20 1N SO SL O(Fifter 16 - 30 IS) 20.62 5.20 1M SD EI (Fifbtn cart* ircl per hour fanny eco t DI 10 YAM iarwme owr 30 reMB.) Escort w Trsaki lot Cat IG.Q 5.20 1N SD eL Elgles(w Truck SWI(FiitdBe,,N,N) aM fiAl tar Mitt 5.20 tN SO SL FLatbatl Truck - SiN R r"I." 20.0G 5.20 IN SD Sl flatbTr Truck - S. Truck, bar eatr M% 5.20 IN SO SL fuel Truck. 6reese Truck, 4ryyr, Battery 20.0G 5.20 IN W SL wed/or tin Service Mr hystar (Nbullrq BULk Loose Aggregates) 20.62 5.20 1N SD et ywrnal AM toasters at MEN, 5.20 IN 5D at Simmers "Belot Plants Labe!eM Heavy uuty Trailer; 20.62 5.20 IN 50 at NeaNaMe 20.3e 5.20 IN 50 SL it Nelar 19.M 5.20 IN SO SL Cit/Tr Oil/Tranagen a Tker 20.OG 5.20 ,N SO SL , Oil 0lptTrDutor Driwr 20.20 5.20 IN >0 St p,9kw Truck 15.2e 5.20 tN SD SL pickle SwegeT M." 5.20 1N SO SL St.,p T Truck 20.OG 5.2. IN SO et Slurry Treat 20.% 5.20 IN SO at SM-pp AM!Slat tar 20.62 5.20 1M SO at FtaSgracetrs,Carrier ty 20.62 5.20 1M 50 SL Stra6lle Carrier (Bess, xwter, aM Similar) 20 04 5.20 tN 50 SLsome _ D 20.% 5.20 1N 50 eL Tom Driw TlaA r 20.OG 5.20 ,N 50 SL Tractor, Scott Rubbrr-iiraD 20.0G 5.20 ,N 5D at W."reho Truck 20.04 5.20 IN So at WaterCW AY, 1 Chesbrs 20.O4 5.20 1N SO at i Hater Yegao S tam truck: 0 - 3300 9ml 20.UG 5.2U IN SO eL r! alter TW.Wrust 6 tank Truck: Over 1000 pal 20.62 5.20 1M 5g SL Yiah Trust 20.04 5.20 iN S SL Yraker, iw truck, aM fbiLar 2p.0G 5.20 1N SO gl , YELL DRILLERS Irriytion putC Imtallert 11.60 0.w 1 Oibr 9.45 U.00 1 Wit Dri Ller ,,.60 0.00 , 1 s 5 rrt YeG BENEFIT CODE KEY EFFECTIVE u303-93 OVERTDdE CODF� p 1. ALLD WORKED I Iff EXCESS OF EIGHT HOURF:tR DAY OR FORTY!wl HOURS PER WEEK SHALL BE PAID AT ONE AN ONE AND ONE�HALf TIMES THE HOURLY RATE OT WAGE. A ALL HOURS WORKED ON SATURDAYS.SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF (. TIMES THE HOURLY RATE OI WAGE. B. ALL HOURS WORKEi•ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES IRE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ` C. ALL HOLIRS'WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ( D. ALL HOOKS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. y 1 E. ALI,HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYSL SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID 8 AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE O F. ALL HOURS WORKED ON SATURDAYS,SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE yyt OF WAGE E!I O. ALL HOURS WORKED ON SATURDAY AND SUNDAY(EXCEPT MAKEUP DAY)SHALL BE PAD AT ONE AND ONE- ? HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAD AT DOUBLE THE HOURLY RATE OF WAGE. r?r y H. ALL HOURS WORKED ON SATURDAYS SHALL BE PAD AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF i WAGE ALL HOURS WORKED ON SUNDAYS SHALL BE PAD AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHAI L BE PAD AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.IN i ADDIDON TO THE REGULAR HOT' 1. ALL HOURS WORKED ON SAR UNDAYS(EXCEPT MAKEUP DAYS DUE TO INCLEMENT WEATHER) SHALL BE PAD AT ONE AND ONE i THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS a SHALL BE PAD AT DOUBLE THC!111e COTE OF WAGE I. THE FIRST EIGHT(9)HOURS ON SATURDAY SHALI.BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS ON SATURDAY.AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAD AT DOUBLE THE HOURLY RATE OF WAGE. J K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID Ks ONE AND ONE-HALF TIMES THE HOURLY .T RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAD AT DOUBLE THE HOURLY RATE OF WAGE. L. ALI HOURS WORKED ON SATURDAYS(EXCEPT AS A MAKEUP DAY)SHALL BS PAD AT ONE AND ONE-HALF P!AES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS SHALL BE PAD AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAD ATONE AND ONE-AALF TIMES THE HOURLY RATE OF WAGE, IN ADDITION TO THE REGL; R HOLIDAY PAY M. ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS E WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS)SHALL BE PAD AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HCKIRLY RATE OF WAGE. .. N, ALL HOURS WORKED ON SATURDAYS(EXCEPT MAKEUP DAYS)SHALL BE PAD AT ONE AND ONE-HALF TIMES „i THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAD AT DOUBLE THE HOURLY RATE OF WAGE. O ALI.HOURS WORKED Q1 SATURDAYS(EXCEPT FOR MAKEUP DAYS)SHALL BE PAD AT ONE AND ONE-AALF _ TIMES THE HOURLY RATE OF WAGL ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAD AT DOUBLE THE HOURLY RATE OF WAGE. I .r s T s � y., A s. �ty I - L P. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS(EXCEPT MAKEUP DAYS)SHALL BE PAID AT ONE AND ONE- . HALF TIMES THE HOURLY RATE OF WAGE. Q ALL HOURS WORKED ON SATURDAYS(EXCEFI FOR MAKE-UP DAYS DUE TO INCLEMENT WEATHER)AND ALL HOURS WORKED ON S'IPNDAYS AND HOLIDAYS.SHALL BE PAID AT ONE AND ONE HALF TIMES THE HOURLY RATE OF WAGE R ALL HOURS WORKED ON SUNDAYS AND HOLIDA)S SHALL BE PAID AT TWO TILES THE HOJRL f RATE OF WAGE S. ALL HOURS WORKED ON WELFARE A SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE PLUS HEALTH HE WELFARE AND F%ATN>N. ALL HEALTH WORKED ONE AND AND HOLIDAYS SHALL ). BE PAID AT DOUBLE THE HOURLY RATE OF WAGE PLUS HEALTH AND WELFARE AND VACATION T. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. FOR ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(w)HOURS PER WEEK AND T. FOR ALL HOURS WORKED ON SATURDAYS.SUNDRY;AND HOLIDAYS.THE HEALTH 6 WELFARE,AND Y ACATION ,y BENEFITS SHALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE PENSION AND TRAINING SHALL BE :'AID AT THE REGULAR HOURLY RATE. - ` U ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS(EXCEPT LABOR DAY)SHALL BE PAID AT TWO TIMES THE HOURLY RAT:OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. V. A.:.HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE PREVAILING HOURLY RATE OF WAGE IN ADDITION TO :hOVOAY PAY. W'. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-f ALF TIMES THE HOURLY RATEOFWAGE. SATURDAYS AND SUNDAYS MAIN BE WORKED ASA MAKE-UP DAY AT THE PREVAILING HOURLY ` RATE OF WAGE (NO OVERTIME) WHEN WORK N LOST DUE TO ANY REASON BEYOND THE EMPLOYERS CONTROL. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY FATE OF WAGE. 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 TREES THE VACATION,HEALTH.WELFARE AND DEE7AL BENEFITS. ALL HOURS WOPKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE PLUS TWO TIMES THE VACATION.HEALTH WELFARE AND DENTAL BENEFITS. Y 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 TWO TIMES THE HOURLY RATE OF WAGE. WHERE CONDITIONS REQUIRE WORK TO BE DONE ON SATURDAY.THE WORK WEEK MAY BE TUESDAY THROUGH SATURDAY 2. THE FIRST EIGHT HOURS ON THE FIRST SHIFT 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 AND HOLIDAYS SHALL BE PAID AT TWO TIMES 1'1E HOURLY PATE OF WAGE ]. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS FEk DAY OR FORTY(40)HOURS PER WEEK SHALL BE 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 WORKED IN EXCESS OF SIX(6) HOURS ON SATURDAY AND ALL HUM WORKED ON (W- 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)SHAI L BE PAID AT ONE AND 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 ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE PLUS HOLIDAY PAY(IF ELIGIBLEI. r y�F C THE FIRST TEN HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES TIIE HOURLY 1p RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF ELEVEN HOURS PER DAY,MONDAY THROUGH FRIDAY,ALL P r HOURS WORKED I EXCESS OF TEN HOURS ON SATURDAYS. AND ALL HOURS WORKED ON SUNDAYS AND f HOLIDAYS SHALT.BE PAID AT TWO TIMES THE HOURL Y RATE OF WAGE 2 's- y �. . Tf ,_Fe r �M y. 1�� 2. D ALL HOURS WORKED ON SATURDAY SMALL BE PAID ATONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ...i ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS s,l WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TJAES THE X(RItLY FLVEE OF WAGE, N W ADE MON TO THE REGULAR Si RAIGHT-TIW PAY FOR HOV JAYS. ,{ E ALL HOURS WORKED ON SATL.DAYS OR HOLID-,Y' IEXCEPT LABOR DAY)SHALL BE PAID AT ONE AND ONE, TIMES THE HOURLY RATL OF WAGE ALL HOURS WORKED ON SUNDAYS OR ON LAEJK DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE F. THE M RS'I EIGHT(SI HOURS WORKED ON HOLIDAYS SMALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE N ADDtTiON TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCES>OF EIGHT(S)HOURS ON HOLIDAYS SHALL D BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO AND ONE-HALF TIDIES THE HOURLY RATE OF WAGE. -- ALL HOURS WORKED ON HOLIDAYS SHALL BE,AID AT ONE MU ONE-HALF TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE REGULAR STRAIGHT-TIME PAY FOR HOLIDAYS H. ALL HOURS WORKED ON SUNDAYS SHALL BE PAD AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. S ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE,NCLUDNG THE HOLIDAY PAY. 1 ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS !R WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WALE.NCLUDNG THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT DT`T AND ONF-HALF TIMES THE HOURLY RATE OF WAGE I. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT T J TIMES THE HOURLY RATE OF WAGE. ALL HOUR`' - WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. INCLUDING THE TIOLIDAY PAY ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE K. ALL HOURS WORKED ON SATU%DAYS SHALL BE PAID AT ONE AND 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-RALF TIMES THE HOURLY RATE OF WAGE.N ADDTION TO THE REGULAR STRAIGHT-TL.�E PA:FOR HOLIDAYS ALL HOURS WORKED IN EXCESS OF EIGHT it HOURS PER DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. L ALL HERS WORKED S S SUNDAYS P SHALL N PAID AT TWO'-.TIES S T HOUR]Y RATE OF WAGE. ALL HEIRS 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 PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE N. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. M ADDITION TO THE HOLIDAY PAY. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SMALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. .. ALL HOURS WORKED W EXCESS OF EIGHT(S)HOURS PER DAY OR FORTY(OUT HOURS PER WEEK SHALT.BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. "^ 1 A ALL HOURS WORKED ON SATURDAYS.SUNDAYS AND HOLIDAYS SMALL BE PAID AT DOUBLE THE HOURLY RATE OF W;, HSiLWlY�� 3. A HOLIDAYS. NEW YEARS DAY,MEMORIAL DAY.INDEPENDENCE DAY,LABOR DAY.THANKSGIVMG DAY.FRIDAY AFTER THANKSGWNG DAY,AND CHRISIMAS DAY(T) 3 1 N . .iEi ff Y. �T .1 yA7 + 5 B. HOLIDAYS NEW YEARS DAY,MEMORIALBE DAY,INDEPENDENCE DAY,CHRISTMAS DAY.THANKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS,AND CFIUSTMAS DAY(8) C HOLIDAYSSGI NEW YEARS DAY.9PASFTER THAN BIRTHDAY.MEMORIAL DAY INDEPENDENCE DAY,LABOR DAY. THANKSGVING DAY.THE FRIDAY AFTER THANKSGIVING DAY.AND CHRISTMAS DAY(SI. D. HOLIDAYS: NEW YEARS DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY.THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(S). E. HOLIDAYS. NEW YEARS D MEMORIAL DAY.INDEPENDENCE DAY.LABOR DAY,THANKSGIVING DAY.THE f, FRIDAY AFTER THANKSGII OAY.CHRISTMAS C Y,AND PRESIDENTIAL ELECTION DAY(4) 3 { F ' F. HOLIDAYS NEW YEAR'S DAY.WASHDIGTONS BIRTHDAY.MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY PRESIDENTIAL ELECTION DAY.THANKSGIVING DAY,THE FRIDAY AFTE^,THANKSGIVING DAY.AND CHRISTMAS DAY(9) 6 G HOLIDAYS NEW YEARS DAY,MEMORIAL DAY.INDEPENDENCE DAY,LABOR DAY. THANKSGIVING DAY.THE 1 LIST WORK DAY BEFORE CHRISTMAS DAY.AND CHRISTMVS DAY(7). jH HOLIDAYS NEW YEARS DAY, MEMORIAL DAY. INDEPENDENCE DAY. THANKSGIVING DAY. THE DAY AFTER 1 THANKSGIVING DAY.AND CHRISFMA"i:1, I. HOLD IYS: NEW YEARS DAY,MEMORIAL DAY.INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY.AND CHRISTMAS DAY(6) I. HOLIDAYS: NEW YEARS DAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY,THANKSGIVNG DAY.THE FRIDAY AFTER THANKSGIVING DAY.DECEMBER 24TK CHRISTMAS DAY,AND DECEMBER LIST(9). K HOLIDAYS. NEW YEARS DAY.WASHINGTONS BIRTHDAY.NDFPENDENCE DAY,LIBOR DAY,THANKSGIVING DAY,CHRISTMAS"AY.AND A DAY OF THE EMPLOYEES CHOICE,1) L HOLIDAYS. NEW YEAR'S DAY,WASHINGTONS BIRTHDAY,MEMORIAL DAY,INDEPENDENCE DAY,LABOR DAY. THANKSGIVING.THE FRIDAY AFTER THANKSGIVING DAY,THE DAY BEFORE CHRISTMAS DAY,AND CHRISTMAS DAY(9) M. HOLIDAYS: YEARS DAY,MEMORIAL DAY,INDEPENDENCE DAY.LABOR DAY.THANKSGIVING DAY,THE FRIDAY AFTEF .HANKSGIVNG DAY,THE DAY BEFORE CHRISTMAS DAY.AND CHRIST"DAY(9). N. HOLIDAYS'. NEW YEARS DAY,WASHINGTONS BIRTHDAY.MEMORIAL DAY.INDEPENDENCE DAY.LABOR DAY. VETERANS'DAY.THANKSGIVING DAY.THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). O PAD HOLIDAYS NEW YEARS DAY, WASHINGTONS BIRTHDAY. INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY.AND CHRISTFAAS DAY 16) P PAD HOLIDAYS. NEW YEARS DAY,WASHINGTON'S BIRTHDAY.MEMORIAL DAY,INDEPENDENCE DAY. LABOR DAY,THANKSGIVING DAY.THE FRIDAY AFTER THANKSGIVING DAY.AND CHRISTMAS DAY O. PAD HOLIDAYS. NEW YEARS DAY,MEMORIAL DAY.INDEPENDENCE DAY.LABOR DAY,THANKSGIVING DAY, AND CHRISTMAS DAY W R. PAD HOLIDAYS: NEW YEARS DAY.MEMORIAL DAY,INDEPENDENCE DAY.LABOR DAY.THANKSGIVING DAY THE LAST WORK DAY BEFORE CHRISTMAI DAY,AND CHRISTMAS DAY(T). ' S PAD HOLIDAYS NEW YEARS DAY.WASHNGIDN'S BF'HDAY.MEMORIAL DAY.INDEPENDENCE DAY,LABOR DAY,THANKSGIVING DAY.AND CHRISTMAS DAY(7), T. PAIDHOLDAYS. SEVEN(7)PAD HOLIDA✓S. D. PAD HOLIDAYS NEW YEARS DAY, WASHINGTONS BIRTHDAY. INDEPENDENCE DAY, LABOR AY. THANKSGIVING DAY,CHMST4AS DAY,AND A DAY OF THE EMPLOYEES CHOICE(T). V. PADHOLDAYS SIX(6)PAID HOLIDAYS 111t 5. W. PAID HOLIDAYS: NINE(9)PAID HOLIDAYS ' HOLIDAYS. AFTEk 520 HOURS`NEW YEARS DAY,THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2090 HC aS-NEW YEARS DAY, WASHINGTONS BIRTHDAY, MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY,CHRISTMAS DAY AND A FLOATING HOLIDAY(S). Y. HOLIDAYS NEW YEARS DAY,MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY. PRESIDENTIAL ELECTION DAY,THANKSGIVING DAY.THE FRIDAY FOLLOWING THANKSGIVING DAY.AND CHRISTMAS DAY(2) Z. PAID HOLIDAYS. EIGHT(S)PAID HOLIDAYS 6, A PAID HOLIDAYS. NEW YEARS DAY,TIR DAY BEFORE OR THE DAY AFTER NEW YEARS DAY.WASHIJGTON'S BIRTHDAY. MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY. THE DAY AFTER 1HM:KSGIVTNG DAY. CHRISTMAS DAY.AND THE DAY BEFORE OR THE DAY AETER CXIUSTM.'S DAY(IO). 1B HOLIDAYS NEW YEARS DAY,MEMORIAL DAY.INDEPENDENCL 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), �1 C HOLIDAYS. NEW YEARS DAY.WASHINGTONS BIRTHDAY.MEMORIAL DAY,INDEPENDENCE DAY.LABOR DAY, THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY THE LAST WORK DAY BEFORE CHRISTMAS DAY. { AND CHRISTMAS DAY(9). D. HOLIDAYS. NEW YEARS DAY AND THE FRIDAY AFTER THANKSGIVING DAY(2). PAID HOLIDAYS'. MEMORIAL DAY.TDEPENDENCE^AY.LABOR DAY,THANKSGIVING DAY AND CHRISTMAS DAY(5). E. HOLIDAYS. NEW YEARS DAY, MEMORIAL DAY, LAST MONDAY IN MAY. (NDEPFNDENCE DAL. LABOR DAY, THANKSGIVING DAY,FRIDAY AND SATV OAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(9)_ :p F. HOLIDAYS. NEW YEARS DAY,W'ASIDNGTONS BIRTHDAY,A'EMORIAL DAY.INDEPENDENCE DAY.LABOR DAY, ARMISTICE DAY.THANKSGI`JNO^AY,FRIDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY(91. - G. HOLIDAYS'NEW YEArtS DAY,MEMORLA-DAY.INDEPENDENCE DAY.TABOR DAY,TH W KSGIVTNG DAY.FRIDAY I AFTER THANKSGIVING DAY AND CHRISTMAS DAY PAID HOLIDAYS'. PRESIDENTS DAY. H HOLIDAYS NEW YEARS DAY,MARTIN LUTHER KING IQ. DAY,MEMORIAL DAY.INDEPENDENCE DAY.LABOR ,Y DAY.THANKSGIVING DAY.THE FRIDAY AFTER THANKSGIVING DAY,AND CHRISTMAS DAY(9). I PAID HOLIDAYS, NEW YEARS DAY. MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY. ,..I THANKSGIVING DAY.F:HDAY AFTER THANKSGIVING DAY.AND CHRISTMAS DAY(7). 1 HOLIDAY NEW YEARS DAY(1). ?AID HOLM AYS-. MEMORIAL MY,INDEPENDENCE DAY.LABOR DAY, TI LWKSGIVING DAY,FRIDAY AFTER THANKSGIVING DAY.AND CHRISTMAS DAY(6). K HOLIDAYS:NEW YEARS DAY.FRIDAY AFTER THANKSGIVING DAY.AND CHRISTMAS DAY(3) Ed@ .Li HOLIDAYS MEMORIAL DAY.INDEPENUENCE DAY,LABOR DAY.AND THANKSGIVING DAY(N) A. L. PAID HOLIDAYS. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY(5) M. PAID P)LIDAYS. THANKSGIVING AND CHRISTMAS. I INasm HOLIDAYS. NEW YEARS DAY.MEMORIAL DAY.INDEPENDENCE DAY,LABOR DAY AND THE DAY AFTER nXNKSGIVING. N. EAD HOLL AYS. MEMORIAL DAY. INDEPFNDENCE DA., LABOR DAY, THANKSGIVING DAY AND CHRISTbW DAY. LLNPAID HOLIDAYS. NEW YEARS DAY AND THE DAY AFTER THANKSGIVING DAY. +'r E J O PAID HOI IDAY5 NEW YEARS DAY,WASHINGTONS BIRTHDAY,MEMORIAL DAY,INDEPENDENCE DAY. IT LABOR DAY.THANKSGIVING DAY.THE DAY AFTER THANKSGIVING DAY.CHRISTMAS AND-HE DAY AFTER CHRISfMAS. p. PAID NOL DAYS. MEMORAL DAY,INDEPENDENCE DAY AND LABOR DAY UNPAID XOL M&YS- NEW r, YEARS DAY,THANKSGIVTG DAY.THE DAY AFTER THANKSGIVING PA i AND CHRISTMAS DAY. S r 6. Q. PAID NOLm,VYS. NEW YEARS DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY,THE DAY AFTER THANKSGIVING DAY AND CHRJS.MAS DAY. LINPAID HOLjp,6t PRESBFNTS DAY. t: R HOLIDAYS NEW YEARS DAY-.MARTIN LUTHER KING,JR DA'.WASHR:GTO!'S BIRTHDAY,MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY. THE FR r AY AFTER THANKSGIVIG DAY, AND CHRNSTMAS DAY(9). , NOTE CODES 1. A ALL CLASSIFICATIONS, INCLUDING ALL APPRENTICES. REPORTTN i TO .AN EMPLOYERS DESIGNATED JOB HEADQUARTERS AND WORKING A MINIMUM OF FOUR(4,HOURS IN ANY ONE(I)DAY SHALL PECEE/E A PER , DIEM ALLOWANCE OF TWENTY-FOUR DOLLARS (f24.00)IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS THE WAGE RATES AND DEPTH PREMIUMS ARE FOR SURFACE SUPPLIED DYERS AND SCUBA DIVERS THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. D WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL Si PER HOUR E ALL CLASSIFICATIONS. INCLUDING ALL APPRENTICES. REPORTING TO AN EI)LAYERS DESIGNATED JOB HEADQUARTERS AND WORKING A MINIMUM OF FOUR )I BURS IN ANY ONE PR DAY SHALL RECEIVE A PER WAGALLOWANCE E TWENTY-FOUR DOLLARS(f24 00)IN ADDITION TO THE PREVAILING HOURLY RATE OF WAGE AND FRINGE BENEFITS F FIVE(5)DAYS VACATION AFTER ONE YEAR OF SERVICE. TEN(10)DAYS VACATION AFTER THREE YEARS OF - SERVICE. 1. APPRENTICES BELOW lO RECEIVE A PENSION CONTRIBUTION IN THE AMOUNT OF f 75. APPRENTICES W*AND ABOVE RECEIVE A PENSION CONTRIBUTION IN THE AMOU TT OF f 1.55 J. NO WORK SHALL BE PERFORMED ON LABOR DAY OR CHRISTMAS DAY EXCEPT WHEN LIE OR PROPERTY IS N. IMMINENT DANGER SHOULD ANY OF THESE HOLIDAYS FALL ON SUNDAY.THE FOLLOWING MONDAY SHALL BE (INSIDERED A LEGAL HOLIDAY K. `.'ETERANS DAY AND THE FRIDAY AFTER THANKSGIVING ARE OPTIONAL HOLIDAYS AND ARE PAID AT THE REGULAR RATE OF PAY ONLY WHEN WORKED. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS-LEVEL A $075, LEVEL B.90 N. AND LEVEL C f015. M FIVE(5)DAYS VACATION AFTER ONE YEAR OF SERVICE TEN(10)DAYS VACATION AFTER TWO YEARS OF , SERVICE. NOTE: PART TIME EMPLOYEES(WORKING 20 HOURS OR LESS PER WEEK)ARE NOT ENTITLED TO RECEIVE ANY FRINGE BENEFITS N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS- LEVEL A SI.DO, LEVEL B.SO 75,LEVEL C 50.50. AND LEVEL D.SO.25. 0 FIVE(5)DAYS VACATION AMR ONE II)YEAR R. FIVE(5)DAYS VACATION PER YEAR. S ONE WEEK VACATION AFTER ONE YEAR OF SERVICE TWO WEEKS VACATION AFTER THREE YEARS OE SERVICE THREE WEEKS VACATION AFTER NINE YEARS OF SERVICE. t f T. TWO WEEKS VACATION FOR ONE TO TNPEE YEARS OF SERVICE FOUR WEEKS VACATION FOR THREE TO SIX TEARS OF SERVICE SIX WEEKS VACATION FOR SIX OR MORE YEARS OF SERVICE. e 4 U. THE PREVAILED VACATION AMOUNT REPRESENTS THE COST TO A CONTRACTOR OR SUBCONTRACTOR WHICH MAY BE REASONABLY ANTICIPATED IN PR'.NVIDING THE FOLLOWING VACATION PLAN ONE WEEK AFTER ONE ! YEAR TWO WEEKS AFTER TWO YEARS. THREE WEEKS AFTER EIGHT YEARS. FOUR WEEKS AFTER SIXTEEN YEARS TWELVE HUNDRED HOL I S MUST BE WORKED IN A YEARS TIME TO BE ELIGIBLE N 9 JVA :. A As , t es„if (- i ' F. li . F's fi � t y v. 1� STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES i ESAC DIVISION - TELEPHONE (206) 956-5335 PO BOX 44540, OLYMPIA, WASHINGTON 955O4-4540 .i C�`ARR17T tJ February 25, 1994 L � � � Public Agencies and other Interested Parties all" M'�11 1914 -' Y CF FENS')N FROM: Jim Christensen, Industrial Statistician C� Vept. F ngll m gyring SUBJECT: Prevailina Wage revisions affective March 3, 1994 Listed below are revised prevailing wage rates for Cement Masons. The effective date for these revisions is March 3, 1994. For projects bid on or after that date, bid specifications and construction contracts will '4 need to reflect the revised wage rates, rather than the ones in the publication, also dated March 3, 3.994, wh:.Ch was mailed to you earlier this month. i CHANGE HOURLY WAGE AND FRINGE BZNSFITS FOR CEMENT MASONSL 4 COUNTIES COVERED: CLALLAM, GRAYS HARBOR, ISLAND, JEFFER3ON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM .� RWRLY HOMILY OVER WGE FRIPGE TINE MOLIDAY _., RATE BENEFITS G9fE IdRE UNENT NAMIR ' CENENT RASW 21.16 5.w 10 50 PATCHING AND PAVING 21.16 S.BO 10 50 ttplWC 21.16 5,:"" 10 50 NNB ANO GUTTEN 21.16 5.20 10 SC 1 SIDENALNS 21 16 5.50 10 SD _ SGLING Ca1P0UYD 21.16 5.10 10 SD l UWERLAYMEMT 21.41 5.80 10 % '\ MASTIC, EP011Y, PLASTIC 21.41 S.N 10 5D COMUEIE RAN 21.41 5.90 ID 5D AMR 'WLS AND WINDERS 21.41 5.10 10 50 SAWSLASTING 21.41 S.W 10 50 FINISH COLORED Cg,uETE 21.41 5.80 1C SD GUN I TE NOZZLE PERSaI 21.11 1.60 10 SD ..1 TUNNEL HOOKERS 21.4 1.W 10 SO _ TRONEL NACMINE M COLORED 22.66 S.W 10 5D "} SLABS, COIVOSIUM OR DALNAY FLWRS 'y •� a yJ i 1 a at r comvme a mm entire NI FTATEMENT OF INTENT TO } WITH APPROVAL FEE OF T12.50 TO: PAY PREVAILING WAGES Department of labor t lodurtrleT •; ESAC Dirtaion Public Works Contract PO Bna 11510 INSTRUCTIONS Olympia WA 995044540 (206)956-5111 ON BACK YOUR APPROVED COPIES WILL BE MAILED TO +THIS ADDRESS Caovxt m BPtE No Company Bela Bid due ea¢ DIartee Ixtawareed Address County Wbue Work performed ......_.-..._.._._....._...._..._.....__.._. _.._._..__..W._.._....._._, .._.__ _._ coy SkN 71P.1 Prime coavacmr Da u intend to us,wbcwUwx i? A/M ARFe a mVdewm of Id to K working ocam dais for procesad from yal Y No _. rN AM DLpadmeM/ecelred)ow doeYne/Y rph fM eerfecf epproral fee. C@lIRACTAWARDWG name PUBLIC AGENCY ,____...__.�....__.Ad4en V..... Stem zip"zip" Planr number .. I.CRAFT - I.RATEOF 3.RATE OF NRLY I.ESTIMATED NO. FpURLY PAY FRWOEBEIEFTTS,..,.. OF WORKERS _._,,..._.. .._..., _...... _— t lto THAT CERTIFY THAT THE AWE[INFORM ATgN M WORKS T 1 TNAT ALL EP AID NO LESS LTHAN THISPREVAILING UA Nr MrNaAARi oCW pF yEOBp�101Nt}O C jr(S) WILL RE PAID NO LCSS INDUSTRIAL STHETR AL S AILING V ASE - — — y; {pAE DEPARTMENT AS MENT OF BY THE INDUSTRIAL$TAT RTICIAN c1 Company name THADV MTRACNT Of LABOR AND INDUSTRIES I UNDERSTAND IINCORRECT CORRACTJRS WHO VIOLATE PREVAILING WAGE LAWS, I.E.R.!IMPROPER PAYMENT OF IREVAILING WE OFAGE WORK . RE SUB- Add" 0"TOF NAYM ENT R EBARMLING WAGES,WILL CBE ARE RUB- PSCT N FINE AND/OR DUE To WORKERS AND VILL BE RCGWRED TO PAY ANY RACK WAGS DU[TO WORKERS City $Uk ZIP-4 NOTARY;(eeaplHe of a epPNn and have each notarized) )ea�ala[D AND R.TO KIM Me Phone number Regutrawn No, rlrlw tuEm w AA IRA rKe nAn � - - Titk Signaunc For Lhl Use Only 'ROrntl AT - APPROVED DepartmmlOf Laoor and lnduemes 'MY LVMM:>g10N 1.1,eenw By TTa ramp,.., fT00-OI9-000 mtcm In pay 7-92 Complete & mail entire set WITH APPROVAL FEE OF $12.50 TO: ; •'• ,t Affidavit of Drpvmleol of Labor A laduurie, PREVAILING WAGES PAID PODD4540e Public Works Contract ■ Po Be.usao ■ Olympia WA 995044540 1206)956-533d INSTRUCTIONS ON BACI( YOUR APPROVED COPIES MiL BE MAILED TO +THISADDRFSS COnllael Or BPW A. Y Narrc Bid due dYe Dime WnbKl FvWed Addmn ..... .._ .._..". _........._...._.._..._....— -_. Coaetr��wek pnlormed Dan Wort wmylered (L City Raise allow a minimum of 10 to 15 werw- a pm*te INaeeal - - - f date the Department feeelved ow I apga yroeenhD pr fM W u. rummest o/ipnvl filed for IN T wfh t the eoffeN appfovU see ,No ODNIRACiAWARDING name '_... . . _ PUBLIC AGENT Y Address by .._....w Snn ZIP«I Phone somber I.CRAFT IRATE OF 7 RAtEOFHRLY a.APPRENFICES: Hams,rtpmalne a, ." HOURLYPAY FRNIOEBENEFI7'S page of pmgieuion A can of Mrt I HEREBY CERTIFY THAT THE ..&"' -' ,ABDY[WFORMATION IS CORRECT '""AND THAT ALL WORKERS I[MpLOYLO ON 7111E PUBLIC WORK[PROJECT WERE PAID NO LESS THAN THE pRNAiLINC WAD[RAT[_ t�w✓�BA« tt�leek AS DETERMINED BY THE INWSTRIAL STATISTICIAN OF TITS r r'y' "CONMACTODEPARTMt W LABOR AHD INDUSTRIES :UNDERSTAND THAT 3 _. CONTRACIO [WHO VIOLwTE PREVAILING WACE CO: LAWS, 1 [IHR[CT I.ASSIFICATION/SCOPE OF WORK OF WORX I M PROPER PAYMENT OF PREVAILING WAGES. rTC AR[aU;J[CT _... - 10 FINES AND/OR DEBARMENT wN0 WILL BE RLOVIRLD TD FAY 1 ANY BACK WAGES DUE TO WORN ERS NOTANY•lcmpkte a copses and have each nolaf4edJ i ................_..._._.........._.._ Sian ZIPA �} nnpniam.NPzvoeNmeo oae Mr -'-- '• Plwee Dumber "" u Re uao A cn numr NOTuv Ionicb1 AND wa THE arAR g or aiaset at ....._. E Signature. an:pmd AT - _.__. ._... ............. For L&I U., Ooly j APPROVED DEDArtmem of 1 Abor and L :usmes MV(yMMIBSpN rNelAre eK •.•..... Hy F700-O0,-000 af0davn D!Wagel T.92 1 i 1 _.a r -niill CERTIFICATION OF PAYMENT OF PREVAILING WAGE Date: Projec'_ CAG No. This is to certify that the prevailing wages have been paid to our employees and our subcontractors'employees for the period from through in accordance with the Intents to Pay Prevailing Wage filed with the Washington Statc Department of Labor& Industries. This forth will he executed and submitted prior to or with the last pay request. Company Name Ry Tnlc u.rK•.er*n +�' 7 s r t � . REOUIR`MENTS FOR THE PR ENTInN nF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAI-RESOURCES A., In accc-.dance with the provisions of Chapter 62, Laws of 1973, H. 8. 621, the Contractor t shall secure any permits or licenses required by, and comply fully with all provisions of the x �; following Inws,ordinances,and resolutions: t 1 a K',q-Conn lDntf ante NO. 1527 requires B4 riding and Land Development Di rision and Hydraulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be Incorporated into project design standards to be incorporated into project design by 1,. Engineering Services. Review by Hydraulics Division. n-ina County Ordinance No, 800. No. 900 No. 1006 and Resolution No. 8770(- ,E4A ' No 24834 No. 6894 and No.,11242 contained in King County Code Titf•. Is s d 1d .e provisions lot disposition of refuse anu fitter in a licensed disposal site and a wfd pg V4" " U failure to comply. Review by Livision of Solid Waste. Puget Sound Air Pollution Control_A_gencv Re up 1-tion I; A regulation to a•,,'m "vmi4olln of air contar,slants from all sources within the jurisdiction of the Puget Samd At ?offutson Control Agency (King, Pierce, Snohomish, and l:itsap Counties) in accn,.:ance .sin Ifts Washington Cw:n Air Act, R.0 W.70.94. WASHINGTON STATE DEPARTMENT OF ECOLOGV W.A.C. 18-9?—. Requires operators of stationary sources of nit coniaminants to maintain records of emissions, periodically report to the State information concern.ng mesa ' t emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation 1. ® R.C.W. 90-48: Enacted to maintain the highest possible standards to ensure the purity of i all water of the State consistent with public health and public enjoyment thereof, the propagation am protection of wildlife, birds, game, fish, and other aquatic life, and the industrial develop nent of the state, and to that enu require the use of all known available and reasonable methods oy industries and others to prevent and control the pollution Lf the t 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 cause pollution of such waters. The law also provides for civil penalties of $5,0001day for each violation. R.C.W. 7025: Establisues uniform statewide program for handling solid wastes which will prevent land, air and rater pollution. Makes it unlawful to dump or deposit solid wastes onto or under the sudace of the groun.*. or into the waters of this State except at a solid waste disposal site to: which there is a valid permit. R C.W.76-04.370: Provide for abatement of additional fire hazard (lands upon which there '- is forest deoris) and extreme fire hazard (areas of additional fire hazard near buildings, ,. roads, campgrounds, and school grounds). The owner andlur person res,)onsible is fully I:able in the event a fire starts or spreads on properly on which an extreme fire hazard exists. �J __J ,�yl Vil} yr r. » 5., RED EnTC FOR THE PREVENLION OF EN�'rRnNMF,�'A�.aOL11T10N ANO PR65FRVAnQN OF PURt]C NATURAL RE-�%��RICCE l R.C.W.76.04.010: Defines terms relating to ine suppression or abatement of forest fires or forest fire conditions. R.C.W. 70.94,660: Provides for issuance of burning Permits for abating o» prevention of forest fire hazards,instruction or silvieultural operations. R.C.W.76-.04.310: Stipulates that everyone clearing land or clearing right-of-way shall pile and burn or dispose of by other satisfactory means,all forest debris cut the,eon, as rapidly _ as the clearing or cutting progresses,or at such other times as the department may specify, and in compliance with the law requiring burning permits. fa t R.C. W. 78.44: Laws governing surface mining (including sand, r-dvel, stone, and earth +' from borrow pits) which provide for fees and permits, plan or r;,erabon, reclamation plan, bonding,and inspection of operations. W.A.C.332-18. Delineates all requirements M R.C.W.76-04 pertaining to land Gearing and a` burning. U.S.ARMY CORPS OF ENGINEERS .- r Section 1 of the River and Harbor Act of June 13, 1902. Authorizes Secretary of Army and Corps of Engineers to issue permits tc any persons or corporation desiring to improve any y - navigable river at their own expense and risk upon approval of the plans and specifications- sction 404 of p1e Federal Water Pollution Control Act rPL92 50Q 86 Stat.816): Authorizes ' Me 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 he denied If it is determined that such discharge will have adverse effects on r - municipal water supplies, shell fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION - ection 13 of the River and Harbor Act soon cued March y1899: Provides that discharge of refuse withour a permit into navigable waters is prohibited. Violation is punishable by fine. i. Any citizen may file a complaint with the U.S.Attorney and snare a portion of the fine. i Yr" 2 ur 5 - k , a ,. RFOITIREMENTS FOR TTIE PREVENT-fQhL�1.F�NVIItO'�'MENTAL POLLU11ON�i P]11 �Y"t, PRESERVATION OF PUBI C NATVRAL RESOURCES PERMITS REOUTAED FOR THE PROJECT A9E AS FOLLOWS' •-+. KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION King County Resolution No. 2E789 requires an unclassified use permit for filling,quarrying i •+ (including borrow pits and associated activities such as asphalt plants, rock crushers) and l refuse disposal sites and provides for land reclamation subsequent to these activities. A "'. copy 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 shorelines. Permit acquired by Public Worxs and reviewed by Building and Land Development Division. - King County Ordinance No. 1488 requires permit for grading,land fills,gravel pits,dumping, quarrying and mining operations except on County right-of-way. Review by Building and Land Development Division. WASHINGTON STATE DEPARTMENT OF FISHERIES Al GAME Chapter 11 Lsws of 1949. nequires hydraulics permit on certain projects. (King County Department of Pudic Works will obtain.) WASHINGTON STATE DEPARTMENT OF ECOLOGv J W A C 173-220: Requires a National Pollutant Discharge Elimination System (NPDES) permit before discharge of pollutants from a point source into the navigable waters of the + M State of Wash ngtcn. W.A.C. 372-24: Permit to discharge commercial or industrial waste waters into State surface or ground water (such as gravel washing, pit operations, or any operation which results in a discharge which contains turgidity). W.A.0 508.12 100: Requires permit to use surface water. W r' W.A.C. 508-12 190: Repulres that changes to permits for water use ba 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.506 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.. 568.60: Requires permit to construct in State flood control zone. King County Public Works secures one for design. Contractor secures one for his operation (f se work design,etc.) hpc 1 or 5 j i. 7C^^:' 5�"'1"_+,�lsrAl r j ar Mti x RF UIREMENTS FOR THE PREVENTION OF EN-QRO\TIENTAL POLLtrnON AND t PRESERVATION OF PUBLIC NATURAL RESOURCEES y{! WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES h fY R.0 W. 76.04.150: Requires Winin,, permit for all fires except for small outdoor fires for T t. recreational purposes or yard debris disposal. Also the Department of Natural Resources �T reserves the right to restnot burning under the provisions of H.C.W. 76.04.150, 76.04.170, 76.04.180. and 70.94 due to extrema fire weather or to prevent restriction of visibility and excessive air pollution R.C.W.76.08.030: Cutting permit required before cutting merchantable timber. `+ R.C.W.76.08.275: Operating permit required before operating power equipment in dead or down timber. F f. 78.44.080: Requires permit for any surface mining operation (including sand, gravel,stone,and earth from borrow pits). UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of Fiver and Harbor Act of March 3 1899. Requires permit for construction (other than bridges, nee U. 3. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain.) - FIRE PROTECTION DISTRICT R.C.W. 52.28010, 52.28.020 52,28.030 52.28.040, 52.28.050: Provides authority for, requirements of, and penalties for failure to secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 5 1899 eneral Bridge Act of March 23. 1906 and General Bridge Act of 194E as amended August 2 1956: Requires a perrolt fcr construction of bridge on navigable waters (King County Department of Public Works will obtain). King County Department of Public Works will comply with pertinent sections of the following laws while securing the aforementioned permit: Section 4(f) of Department of rransportation Act, National Environmental Policy Act of 1969.Water Quality Improvement i Act of 1970, i PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9.02(dl (21 00 of Regulation I. Reouest for verification of population density. Contractor should be sure his operations are in compliance with Regulation 1, particularly Section 9.02 (outdoor fires), Section 9.04 (particulate matter -- dust), and S,.ction 9.15 (preventing particulate matter from becoming airborne). H'fgana;eevrmulienvrtrytlAM1 P.,<nr5 it ltE(>j1gLM M FOR THE PREEVE YIION OF LN-A IRONMENTAL PO LrOON PRESERVATION OF PPIDWr NATLMAL RESOURCES ENVIRONMENTAL PRIDTECTION AGENCY Tito 40 Chapter Ic Part 51: Requires that the Environmental Protection Agency be notified 'hie(5)days prior to the demolition of any structure containing asbestos material(excluding residential structures having fewer than five(5)dwelling units). The above requirements will be applicable only where called for on the various road projects. Copies of mese permits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Putlic Works,900 King County Administration Building,Seattle, -' WA. 98104. It shall be the responsibiliy of the Contractor to familiarize himself with all requirements therein. All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. ' All permits will be available at construction site. r ■ P'1nr5 r5: ,may .:.r• ., !r. , i ". y .. <.. 1 I • Yt. City of Renton SUUPPLEMENTAL SPECIFICATIONS J for the 1991 Standard Specifications for Road, Bridge, and Municipal Construction �-Y J Q� • 0 AM J Washington State Department of rtNRphatioo _ 41tRncut Public Works Assoctaaou Washington State Chapter J r CITY OF RENTON STANDARD SPECIFICATIONS The City of Rwtoo Standard Specifications for Municipal Coostrtat,00(nereafte.Mitered to as The Renuw Stmdard<I shall apply in all wort perfctmed mkian the public right of way by, M for,the C.,y of ttenton, or wort performed as a,i catenation,bedausent or A" o,, ,my of the City'a utility,or transporatioo rya6s—. The Rent -c-adards are curaprisd of we following documents. Standard Specifications The Standard.1rpedficnints! are 'The 1991 Siand,.rd Speeffrearions for Road. Bridge, and Municipal Conrnucrion' published by the W'ashingloo Stile Department of Trmaportatim and the American Public Works A uni onion. Washington Chapter as modified and adopted by the City of Renton. All original(W'SDOTIAPWA)teat is mpmiu^ed io it 's satitity' ror Aa,ity and cmuxt. All original teat being deleted is shown with a line through the characte,s. All mplscemeot lest or teat being ac!dd is shown in Mid face type. All revisions, either ad litioris or deletions an further ali"%with a change by in the outside margin or the Page. ., Standard Plans The Standard Plana are selected pages of'The S inlard Plans far Road aryl Bridge Conrrrucviox'as published by the Washington State ts,"nment of Transportation and the Washington Sale Chapter of the Amencen Public W'or6 Association,adopted by :ie City of Renlnn, and bound together with those standard platy created by'he City of Renton. 'f .An apperdis coclains the original W'SDOTIAPW'A index showing the disposition(Adopted,Replaced,or Deleted)of all ongmal pages. Supplemental Specifications The Ciry of Renton Suppwnnvai Spenftemionr is a compilation of the revisions made to die ongmal WSDOT/APWA document amid is prcduced to be used logeshe:with the original document 'those documents listed above swill go+em all wort, extent as these standards may be modified or sapeneded by project-specific plans,special provisions or other documents oRcially approved by the City of Renton. All wort within the public right of nay performed by other agencies or Private parlio wnrting trade:permit authority of the City-:f Renton shall follow these ataodarda with the exception of those wilire rtaeconou which pein W Payment and financing. Capies of the Rmuin S:aadarrts are on file at the Customer Service ditk of the Plami iSjUjildingfPublic Waits Department,Municipal Building, Renton,Washington 99055,where they ma, '<examined and copied by my interested party. Fl SP 4 _ r t l , r ry w s . t1. 1 Division 3 Productim 'uarr) and Pit Sita and Stockpiling 4 i� Division h a ` t DivisionDrainage 1 �x zj x R� • , J • s a � • • .. , '` WA 1. • •\* � � + . ,.� 1 ♦ � f r • �^ram. -•51�Y4*If. _R.+ per•AR µ ` ^' ` .. 16 a TABLE OF CONTENTS SUPPLEMENTAL SPECU7CATIONS j .. Dirbioa 1 Ctoml RNu'u oents...........................................»..»...«...............................................1 1-01 Drr.aio.s.od Term...... I-01 3. . _........................................................................Dtrm l 1 1-02 Sid Prorrdum aad Coad9Yw.»......................«..»..............................................d 1-0:.1........................................................NaaQwtifwtion of Bidden . 1-02.2.......................... ..............platy and Sp.ifwrb,04 ro unwos a IV2A—..........................................................hq tv on+f Pr,p l 6 1-02.9..................................................................Drb..q of p oposo 6 1-02.11__........................................Cwabir.ation W Mublpk Pmpmk 6 142.12.....................................................Pobb.Op"mi of AepoNh 6 1-02.13..................................................................Irnaul.r Pnpn4 7 I-0T.la.......................................................Dlpwli0atrn of Bidden 7 1-02.I5.............................................................Pea Awsn:lnfon. Wo 7 1; Award aad Ekwwdw ofCamimd..........«...«.........................................................7 I-03.1.......___...................................................Cowid..tow nr Bid. 7 1-03.2......................... .........................................AwsN o1 r rut a 144 of the Work.......................»......................................................................a 144.1............................................ .............I.I.a.a of 0r 4 o a 6 1-0e.2Coerd"il i of C<oboal Doo e .P1am,Spa.W pnruwa Spwdwo ion.. andAdddmi.......................................................................... 6 14/.6................................................4ew.aed w Dcrowd Quwi&. 9 IM.II................................................... __...............Furl Ckanup 9 113 ('aauNafwwk.................................„,„..«.»«....................................I.............9 145.1...........................................................Audrriy of the E.Swrr 9 105.3.......................................................Pt u am WodtinS Vmw'S. 10 1-033..............................I........................... ...........va.w Surv.yms 10 Id5.6Vaww CNWsctkug A9000'6 W*m Cenaa Defaaiw:AM Uwuthon2ed Wwk. ................................ ........................_ _.... 11 �.� 145.10.......................................... ............. 1. u.+am 12 rdS.73......................................................................F'wl lnspeg 1: 1-05.I2....................................................................Fwl Amoe 13 145.I3..............I......9ppyyayodaa�.LAW.Yd BYuwp of Comr.aor 13 J1-03.16....................................................................ww,"Power 13 IM.17....... ............................................................OW APmn.m 14 1-06 Crawl of Matorw.............«....«..........»...».......«...«...—..«..«............................14 1-06.3 ............................................................Rwdp-m.&Metemb 14 1-07 Leal ReLticmaN'UPWAbMN la ielWrt.......»..........«w...............................14 1-07.1.................................................................LAM b be Otw od 14 1-07 7................................................31w Sake Taw<AFWA.n1Y1 l5 1-07.7..............................................._.,... .._..................Lod Lien. 16 1-07.10................................._.._..........._ .'_Rapn3ilry dr Da gm )9 1-07.15.................................T.mpnry Waer PoRuWnIF o.inn Coaml 20 1-07,16......................__....... .......pmteaion.M pwwmtft of ProRny 22 147.17 .......... ....Uti1Nw.M Simile Fudaw 23 147,18............................Peb6.Liability W Pop"I)oo r Imuruw 23 1-07.20.......................I..........P.Wdw Denim.Mums!.,I WpR�oaarn 2k 1-0 23.................................................................Uw ,of ew,..1Vw 26 1.023.......................................................... .I..........Tnlfr Co l 26 W.24............................................................._.........RVhu..1 W.y 31 147AL..................I..........I............. Pwweal LYbit3 of WbG.often 72 141.27........ .................................... No Wawa of SWds LeW RKhu 3: 2-09 pnatsllYb adRtfirwt.»«..»».»«.«...,...,...._......„.......------------- ...32 32 IAA. .. ............. 149.6............................................I...I.................psw.eloo of Work N 149.3.................................................................flus for ComPkwfl 34 146.9........................................................_........Ii4ud.ud Dsm.Sa 34 148.10............................................_. ..__.Tcmi.twof Coe 35 14"__...................----..............._. .C"n t'.Pknt W Pquipani 36 1-"12 _........_............................__............ ..__. At oW Work 36 SP•1 TABLE OF CONTENTS 1 SUPPLEMENTAL SPECIFICATIONS ■ 1-09 Mrawrement sod Payment...................................................................................36 ' 1-0 1 ... ...._.._.1......._._.............................MWurtment of W.nliuec 36 149.7_................................................................._.Scopeofhyment 37 1496.............................................. .................._. F..c A..a 38 r 1-09.8 .......... ..I..............................hPoas An M.Icrviinn HW 19 " 1-09 11................................................................Dope .nu Cbum 12 12..................................................................................Audio m 109.13............................................................................. Arbu.t»n 4 1.10 VACANT................... NDiru672 FirWvork..........................................................................................................63 ' 'AI Ckariog,Grubbing,sad Roadside C4acup.....«««.............. U.................................... 2-012..............._.... ........ ...........Disposal of Usable M.tarul W Debru 45 2-02.3................ . .. ...............................Cnrwsrnulmn RoquuemeM. 45 2015.................................. ....................... ......... ...ynuru 2.03 Road..,E.cantion W Emb"keml.............u._............«.........«.....................66 � a: 2.03.4.........................__ mess. u a6 -. 243.5......................._........................................................P.'.l a6 2-06 H.ul.............................„.«.«................ «..•..........«..........«.........................67 2-04.5..................................................................................hp„eM 47 2-09 %trotenre E.ue.tW................................................«..«.«................................47 3-0 1 ...... ...... ............ . Dcacripcion 41 e 2-09 J.... . . .._ ..................CNstrucmn Reguuemenu 47 2-09.4.. ......................................................................Mmsu m t ♦e 2409.5..................................................................................P.ymcm av v Divu*c) Produdnn Y'rom Qu.rq W lYfgs W llsk�Bing...»..».....««.....«.............................69 3-02 S4.ckpilmg Aggrq.Os..«....«....».««.«.........«.................... ....... .................... 9 .. I•. 641 0.past and CrsW Surfacing.......................................... ...69 . ................................. a-0a.3....._...................................................Con.mution Rcquid m .o ' Diruioa S Surfm Trmumentr and heemab.......«................................................................ SB 541 Mpb.b Coeerde heemW..........._»....«......«......»...........................................50 S-0a.1.............................................................................Dmcrignn 50 S-0eJ........................................._...._.........Colutrva a im ltmvi 50 5-0a.5............................................................_ ... hym 53 545 Cmmt Cmrrtle hteasl..................................«.................».«...................35 r' 5-03.2 ................................................... _................Mamri.k SS 3 M.3. ...............................................Cen.w .Regnuemruu. SS tDhiinn 6 Slnetom...........................»..........».........«..»«......«.«................. ......... ........... ...57 , 6i2 Ccs Ae wattars.»....«...«.......................................................I...................57 6M.3..........................................................Consouaion Rnquiro l 57 6-02.5....................................._.................................__.....p.ymem 74 5 603 4m,Suructnm...........................«....«............................................................75 6-06.3..........................................................Conwution koquuaned. 75 f:.. umber Sfrshrs.............«........«.«.................................................................79 6414.3.................................. .....................Coruwotioa Requuenurt. 79 bas wrg.................. _...«._ _« «.««....«.....»........................................... w 643.3.................. ...................... ..............Con.mution Raqui a e0 w 607.3..........................................................Cmuaudim Rcquiro m 52 m' 6-11 Rackerim...................«..«.......................................................... ...............22 9 s 6.11.1.............................................................................Dmcrirtinn 12 6.11.2...........•.»..................................................................M.trrvu e2 611.3.......................................................CeRRtwNR Requuemcnu 13 __ 1 4" TABLE OF CONTENTS I SUPPLEMENTAL SPECIFICATIONS 641.4.............. .. _.. ........ ...... lol..emna 27 J 6-113.............................. __ ........................... 6.12 .raaat Ceceeae lalawn wal sj ..........._.._........«....................................93 . 612. .................... .................................................. .. µbn 83 `I 612.2 L.....................„ _ Drai ...............................................__ _.Mueuh t) .1 612.7......................................._._.............Caaettn .Regnwm.nn N j j612A.._.................................................................... Mmurtmrnt ee ".1 1{ 612.5...................................................................._. . P.Ymen1 94 i Di.6ion 7 Dmiree Suaarr,Storms Sews SWW7 Sera•,Maier Blair,small CeMuir...-..............84 _a 7-01 Dmins...................................................................._.................................... 7.01.2..................................................I........I............._..M.0 I' to 1 � 7-01.7 —......................................................Caaatraiatt Raquin.ncnu t5 I7.01.4. ..................................................................._...Itarutcmma t5 7-02 Cul•ab......................_..........................................«....................................as + 7@.2...................................................._.........................IAMPAb 85 7.02.5 ................................................................................Aymaa 96 7-05 Stcuetud PMe lye.Mp Aeai,Aftk ad IlMrwn. ..............................27 1 - 743.2-............................................................_.. - _..M-W 6 97 7-03.3.........................................................CoMuuaon Require a 27 7M.5 ............................................. y� 17 7-04 Surr Se..n........._.__...._._._......._ ........_....._....._._...............................ae 7-04.2 ........................._.................................................- Materuu 5> _. 74e.7 .........................................................Coartuai.n ReCuirtmcnu t` 7-0aA ....................................................................__.Mm,f t tt ' I7-09 Sun0ola.tole t,and CaaO W W.....................«................................._.............89 7.057 ConWwtbn Requircmrnv, 99 j 7-03A .........................................................................Merut meet 91 745.5 ................................................................................Payment 91 7.10 Trench Luc.,Midist,Will DOWN 0r Water it........................_........................92 7-10.5 ............................ ....................................Qeammon Dmib 92 { 7-IOe ........................................................................BWaumnxnt 92 k, 7-10.5 ...............................................................................Pamwa 93 ... 7.11 Pie IruWtioa fr waW MaY............................................................................93 I h` 7 113 ...........................................................Comuunlon D,cad. 91 7-12 Vd•a r. Maio.............._......................................................................98 2 ................................_.................................... . Matoriul, 98 .� 7.10 HydranL ............................................. ................................88 ..,.. 7141 ..............................................................Car.-"'tinDetadr 98 7.14.3 ..........................................._. ...PLYtneac 99 .J 7.15 Sa•fce CoaaaetIM........................................................................................99 ._ +r 7-I3.7 .................................................................CaaraYagn 1)tcai4 99 7.17 Sa.mq FA af.............................................. .............................................. M 717.1 .............................................................................Dwcrwticn 99 7-17.2...................................................I..................... ......M•terrb 100 ti 7-17.7 ...................... .................ReMrvetion Requwame l0) ..t 7-171 .................................................................... ._Mururertuu 101 •... 7.17.5 ................................................................................l yen 101 ': .. Di•wou 8 M6ceLauawc Cossuoelba...................................«...............................................102 ., 142 RrhNe Plarly....................._..........._........_.......................... ............102 842.7 . . ...................... ..........................Conw,"i a Raquivnaaa IP2 ll1u Curhe.Gmla7.Lad Slinga............._.........r........_.........................................102 >, y� LOSlutgrd Cer•m .....................................................103 .: 8-03.5 .............................................................................-.lrymaa 103 1-09 Raied Pa•trr 114wM1...............................................................103 140J ..............................._.......................CaRR .:%Requi.. 103 M.5..................................................................--, _ .Nynrua 105 NOGuide Pmu..........................................................._......_...........................103 iSP 1 I TABLE OF CONTENTS SUPPLEMENTAL SPECIFICATIONS 1-103.................................... Marcr.l. 103 B-II CuardnJ...............».... ».............».»........................................._.. ................IN ......................................................_._.._. .. Mamrcmem IOl 8-11-S......---.................................... ...... ... Aymam 10) 16unioation,Tram Sk"M Itl9ttta,ow 1019drkal................................ ...M.nrub IM ioa 1.20.4 .......»...................................... _.. . . Musun.ot 113 1.20.5...........................................I........_ /-21 PeruuneM Api9a.........»....»»...«.........--»................._ ................................y 114 IU rtun 421.7..................................................... . Qmwudum Requumtaw 11/ /-21 P.remea M8-22.1 .........»»...»....»...............»............... ...........IIS 9-22.1......................... _.Dmnptpn 115 1-22.5..................................................... . _.....Me.atat. 117 /-22l........ ......................................._.__.. _...........,.9Ry.eat 117 Diruioo 9 ManruY....................»»...................................... 9-02 Biumioout RYIaYY.»--.......»...............»...... ......»»..._. ...117 .I`�.-.ales............ 9-02.1.......................................»............_... R MowiJ.Gnrer.l A I 9-03.+...........................................................S.mphnt AM Acr<Puroe t11 y7 943 AWe/ate.............................._.......................»»..»».�».................................III i1EB 9430.1........... .............. MIbt1YW Cement Concrr. 111 9-03.1...... ............... ..... ...............AWag a9/a Aq*Ak[oaten.. 119 9M.21 ............._......._........... ........................Recyelod Material 121 9i4 Joint sod Crack Sated hoi twiah,.....................m».. ....12, .................................... h 9-0+.10 _ _..........-- .............Creek Sahry..Rubber. h.....+A.p 121 .. 9.p5 DniooSe Snveturs,Culeeeb,ad CdN93edW b..........»................... .121 . . ........ ......... 9-05+ _.. _. ................ Smel Culv<n Ape and Ape Areh L`I 945.9 .. _._.........Suel Sp4.1 Kb Sl c,Sewer Pipe 121 905.14 _._. . _..........- . ..ADS Comp,aSeuer Ape 122 .:. 905.17 Aluminum S;u.1 Rib Storm Sewer Pip.........___............_122 S." S.uotunl SIM and RekW Maurin6...............................»».»»»,,......»..............Z) 906.5 Bow.... _........................................123 art 9i7st"an dy SIN....................................................... . ....125 ...................................... 947.5 Dow]Bated Stsl ReinWmuy San...................................126 ". 9-07.5 Dowd&n(For Cemcm Contra..Rvesea),,,,,,,,,,,,,,, 1� 9-07.6 Ts Ben(Por[..mein Contra..A.emen)..................._...,...126 9-09.2 Gr.dc Requimouem.........._..... .......................................126 ................»......«.....»................1 M 9.101rsa Sae.Pion/........................ ......................................... 126 f•i+ Face sodCwrdni.....................................»............».»........»..........................134 9-16.1 Clain Lurk Fena.red Gueo .............................................126 9-16.2 9Prn F.vw Gun_.__...............................................127 ain 9.16.3 B Grs:dnd._..... .................127 f11ubw hunt Mvken IRP6D.................................................«......................In j 9.21.2 RuedA.emamM.rkcnTypo2...................................._.12S i .n C*MtlrCB tR M&WASIt ud Ada6tuIre. ..........................................................In "-I..........................................._Shm Mu nlb!or Cud,&Cor�a�e in M-2..................L1191+M-*.Fotmin3 Conc.ere Cuvr3 Compounb In 5-211 bry le ................................Chutd Rubber Typc.C,.W Compounds In 9-23 5..............VAC""VIttte Pr/rtreot..d Cutin3 Compound-Rain B. 129 9-23.9..............................................._...... .............................................. _.._....__....._......Fly Ab 12950,01 Mnteri9l ad FJLBn» .r......................................................... 129 9 .6.......... . ........ ...................Encla Lau Re0ebrs Shee9-29.13 ' 29 ... .... . Sig.e. nua 1JO9-n.16 , 9.29 IBumiootbu,SIp1Y.FYtakM......».«..»...».....»............».......... ......IJI .................. 9.29.1.................................................... . .............Coma+ UI . . ............. 9-29.3........................................................................Juncmn Boas ❑2 9-29.3..................................................................Cemucbn,f.bk U2 9-n.1......................_............. Ma ew Cabe... Fiwnp UJ 9-29.6.................. ..................................................LiSht SwkaM. Ue .SPid i r 7 i ♦ y k .'t + ay. I 1 Y A o , k 1 x • 1 4 r ,e fins"bY�'i tins , 1 1-01 Deftnitiotm and Tams .--- 141 lhrWtk m and Term, ■ Call for Bids(Ad,ertkCmem for BW,) BBi Division 1 ThC'bWhed pubbr notice Wbcitin{pr i or bids far cork at/wn{.wrong miter N:nyr.Ne time,place,and due for '. General Requirements racrvin{and opening he bd. Commksl", Plubiybn Stale T,aospo w. Commitsbo 1-01 Definitions and Terms The appoinuve body bavNg uahoroy ove, aLte trs.portauon cane,u provided by,s.. 1-01.3 Definitions Caatra, The An agre"i bu.eeO the Comraet/ng Agency and M of god the romraau, It ducribes.mi ode,amp. 'Act of God' noes. an ba c qu,ke, fbroi. Cycboe. or ins WI.a'von will be done.and by wbm, Other ntaclysmk PhenommoO of nature, A r,iD..W torn, 2 Who Proved-labor and m.mrmt/,and ►igb water or other"Neal phraonomon of uo.ua:intensity 0 No.Conusnon will be pad. for the sPenirw locality of the.ork,.bkh mtgbt reasonably The mntnct w,c luda the non", pgroonmi fu,m, bare been anucipaW from hwwnral record, of the general bidder'$oompined pmpoal loan,ronUan pnviaion,,roman buwy of the work,sboa not be m.Vued At ao or,of god. Plav,at/ndard apenficuio., aWdard plan$,addenda. varow «nifma„on. and -(rich'", auppkmenw y,emeou. ebmp Addendum Orden,and$ubarfau boring by(if my). A wnnen or gnph¢ documem, wood m all bidden and ConVeu Bond tdsotified A.A.Addendum prior m bid opening,.b.h mod,fe, ne auppkmenu the bid document/ and becomes a pan of u. T*e aPProvW form of--.city fun,whW by airCamnnor .. mntnct. and the Contractor`, surety . mquu d by the roralact, then go Or perfdnn.mv of a0 the work mquimd by the roman Auxiliary line ud payment w anyone who pmvida ,Oppiia or 1& Oc for the Thc per of the mdwy nea,to aov,ld..y,for parking, perfomunce of Ne work .� ,pled chmSc,,tum.S,waving Vuck cb,nbmS or for ar Nat add.to through traffic movemen, S COOVact t)ocummLL ' Award Thr tompnnmt Pam of the mntrM.bk►may include. foul are era limil cl m, the PropcAal Form, the Contra, -� The formal deewion of Ne Contra,.9 Apncy m...ept the Form, bond,, An,...We iuformadoa form, I.uraace b.en,.ponubleAnd maNnuve W,dder for the.ork Certificates, arid. other mr,,faatiow and aRidavh, the Buy Pmpaai CaoVW Ptoruio.,16e CnntrM Piano,Working Dnwioy, J Ne SUadard SPwirwstb.,the Standard Pis., addendum, TM offer of a biddy on s Properly not proposal and('haze Orden. form or ptA.rm Nr nomad Bidder �0�Form(A{rxsmm,Form) J The fora,povidad by Ne(ontmcting Agency Nat mq„i,a M indrv,dwl, paru,,nh.+, Wm, m pamtion, o, pin, the auNonud ugwuw of Ne Cora,,MI aW the Coruacun{ i ream,, ubni` oS a PmpoW ter bid When roquued by kw or Aiency m maul,N fomul eaecuuo„of d.c mntmu othtmllc the ini. parmenhW fum,wepontmn,or joml Vmtun shall be PSgybfld Coatractiy AS,ney Bid Oot mmLL Apncy of Govemm pe cnl Nal w rean.ibl,far,the ..uu,o and ad.'Urk i of"cantnct. The on-Noon:Para of the pmpowd none Y whicA n• 'wlude,ben Am not W.ted W.the MpOW form.doe prt po,W ".tractor rontnn pmvwions,Ne pmpo.ed ddMacl pod. addenda, and The indrvidwL p.nnenh,p, firm, Oorp,midn, or joint sub.urGce bony logs.if,ny) vCnt... mnlnctmg win, the C.ntraesmg Agency N do t Bridge Approve►EmbankmmLL pmu bcd.ork jM embar,kmem bonaN a watt,,and eatendmg 100 feu Contract PLra beyond a atmnu,u and (no ,ubgnde ur,auon for the full A Nblii Wdres.mg Ihe. ,k mgolmd for An NdnidW cmbmkmenl evd,h)P1.an,ere-.amp on a 10 1 slope m Nc Pmjent. At Ne eme of the.d for bid.,the abro ,plan, may - ongwl ground ekvauon Also. my Vnbankmtnt Nat ,place, w'lode,but am rot hand m, he faUa piny a vkuury imp,a udaulubk foie d"n and benealh Ne bridge approach .ummaq of quanuua, atrurturt now, aipw,g Nforoomi embankment traffic control plan., and dreaded dmwinjo a¢ for a gwlfc Nd,vidusl project After the contract e.Ccimon date the rontnct Plan..,elude my ddmda Page•Sf.1 Revrsioa Date: April 26, 1993 9�. VAN : F 141 Derwtiom lend Terms 141 Deltoitioen And Terms faatnee Pmrobu refer N the Cay of Brown Depanmenr of Psonsk�buildutlPablw Works. A pubbcalam addrtsN/thew yuuad for an udrvidwl Mines At the occur of the Call for Ow,the coasce povWmm Engineer may include,fora spade.,d viWual pwjwt,the amad,nenU m The Corwwiul Agency'. repsndstr" wtm sdmmuten the Mandate!rpwtrea:annr ,spacial pwvisonr.a bsang of the the wrutrue uem MS.for the ComememS Asercy applicable standard psna, me pavadmg minu+um Imuny aaege Fedora{Highwey Adeainon stau raw,and w mformational png aal fora,wdh the WWI of but aCnn.The p.Wsed wnwu pweuiona may slam Nclade,for a Tor Federal Agency aum.nied u approve plan. and epeCifc individual proicet, the required enmrace pravuicv antracU for Federal-Aid Nigh,eey pwjnas. Tbey be mvpec� Were! aid enr.•mcUon enM.cU, seal vamua required such pwynta m...comas omepl. ocrUhcaWm or deenntiom Ader the eonwce eaection dew Frontage Road U.connect provu u.include me proposed m.W.et pwvvons And sod melude any Wde'da, a copy of me ennwn fora.. rod • A b or wad usually n •t to an highway that sent,. ab.uunmg pwpn ed y arW )atenw aw and enntwU Copy of the proposal form mN Nc enntmG peace and acena i counselors Dews(APW'A aly) B d Opening Lace(A/WA oat,) A pubhc wy for velml., ncIW.g the oreet rig:.. The date on which the Contrscdalf Agmcy publicly Inspsw opera and rack the bids. The Perfect Engumc,a reMsenUlivc who oupo U,.rand Aron Doe(AIW'.(only) performance N dnad The date of the formal decision of the Contracting laboremq Agency m Wep the a+rat raw ibk Bidder for The Ubonmrus of the Conwcan c or .her the work. I Ala y. sbamm�n me Convecting Agency audwrves m An, rood. Common Ececadom Quo(APWA omty) wily,rod mst,r I. The time the Contracting Agency offelally hinds the Major(osetreet(Bid)lease Agency m the contract. A hid s�- ,uabs apaVuBy alluded in the Coovace Completion fame(AIW'A onh) Paesom• 'x wkkb the uwt bid Yam price estmsaa b 10% The mora,deadline date for completion of AR the or more of the Awardrd Coatren Price(excluding retail uses { work the ensue" requires. This We may be collected o merordaoc, wYb Amcor W rule 1'01 ar evened an maform ,kin suthorir d adjustment, of deasined by the original admewd quantities end uoh bid mntraet time. 'item prim. Subrmnmt Complemn Doe(APWA onh) huterul The date established by We Co.trenung AGac)or Any substance specified for use is the a ntruetko of Or Engineer. .hen the mntrace work 6 mmplead m s project sod it,oppmemaoce whkb stern Win and forms a pout that the formula for liquidated damage will pan of the funned structure or Improvement and Is capable sex long-. be wed end liquidated damages Nsaf er of being se used Awl is furnished for that purpme. wall be Waled on the bun of direct engineering ado rented eon for overeuw of the contract time Msculmad Until the Actual Compladoo Dote. A pawn >r organization who fumshs a raw material, T Actual CONWIsdon(ace,aPWA only) supply, mmmot1q , equipment, or sanufaaured or the dust abhbshed by the Engineer s the daU that fabricated Produce end does as perform labor at the Project Site;•supplier. all th w e ork the mdc: aet requires Isemmplete. Accepraece law,(APWA onh) Ndire an Proceed The date the Contending Agee" Accepts the roe r.rinm cadre from she CoebxUag Agary, or eampWad wnlrace Aod Yew of worl shov,n in the Engineer m the Contractor awhorhdag mad dissecting the Dail estimate. Contrertor m proceed wish the Work led establishing the date an while the Ceme ore These bgiu. Name ofAmeof KPW'A onh) pe Equal The written ensure from the ContrmcNag AGnay to the moocasful Bolder Igmfy' S the Contracting Whore t►e Mir stir equal- s iced berrio, the 4 Agonel's aeeepaoce of the Bid. Contracting Agency. • the Concreting Agency on retommadllan of the agnate,shelf be the sole Judge of the Deparment,Department of Trevponwoa quality led solubility of the proposed substitution. TTr Slate Agcnry mhoricad by set to sdminumr, trwporuU.o nswd .ore Wbere applicable this shall also Page-SP 2 Revsion Dew:Apni 26. 1991 w Definitions and TamAlf 1-01 Defirtitioee and Terms a Plsm Ord Plum Re cennca plans studio, etsndarJ pins which MO.)show A nynul of rpsei:< Plans or drawings adapts "Y tlrt location,cfunacr,and dununrom of prescribed work including Concom�nenu ofcting worcy k that whiihavc beech n oiundufewl few men umn{ !{{ layOuu,profits,CRu-rectlOhh.and other dstadc Po *+ Fro}ect Engines Stata ad I The Lnguaeer's mprimarr se who directly suparvaau the The wta of wnhingun gain{through 4 roprese native. angmrereng and admerWoacon of a con.auaon project The Stata AU alao refer W The City Of Rantna said Re aub sr l4ad r,,pm,,,aU a en bere applicable. pmpnal Form The form provided W bidden by the Contrarung Agency for Ssrurturo so,ho=1 of s proposal or bid W the CeraraeWtg Agway for. Bridge,culvatu,rich buWs,drop sales,avlawng wain. specific projca The loan includes the ban, numbs, annealed cribbing, m it les, erMwW, butdinga, asue" Papers, sewers, plan quantity,and item ducription of the bid iuma along win uMeNnim, foundation desire,and other fmWfces found durmg blank space+to be completed by the bidder for the unit price, Wrl'hat the contra may or MY W chattily as a nroctum i r ewenaMm, the ttwl bid amount, ngmturea, dale, Subeo treenor _ a<knawlru[mem of adderbs, wad the bidder's address. TV. M ud..W.l. pnnenhip, firm, corporation, or joint required unificatiom end declantwrr.arc pre of the term venture who la tables pan of tha contra by Use Cent r. r" �.: Raab,of roper Subgnde Land, property. or Property inures', usually • .trap, acquired for or devoted UO Uwupon,tun purPo.e. m The top surfacesurfaceof the roadbed which .ubbaaa, bare. rlacin{.pawen o vn t.or layers of sunder,muerula srt Placed! Roadbed Substructure The graded Pan o!the roadway wtihm top and side dopes, The pan of the seructun bylaw prepared as a levndation for the pavement atnaum and 1. Sunpe and centmuou.epees bunnga.or pR" duOoWen I The bottom of the[vder or bosom.lab soffit.or k Reeadwsy 3. Arch skewOacks and construction pine at the Wp of The portion of the eight of way within We outside Lmtu of vertical Wuuncat numbers or rigid fume Pun We aide slope,. Substructures uu en W wn lou dww , gw+W. barn' an niWj coached W the wmg.U.. and eantrever bsrncn u,d Secretary,Sdrdary of Tnmporlatioa railings The chid exacurve offset of We Department and oNrr Superstructure thoracd repruervau%cs Thv ' r executive Officer W the au Deparemant obsU also the Department of TM pan of the atrvcture abovf PhaniaalBuildisg/Pubiic N'm. tnistrii 1. Steeple he continuo.span bearings.or Tke bowie of the gudar or b000m slab soffit,or Shoulder 3. Arch ak,wbwk. .r t comtructoon pmu w the top of Th, pan of the road., nest W the traveled way -1 vertical abuVoent members or rigid freme peer i uaslury lane. It pmvdu laurel auppon of base and surface and attending courses and is an emcr1lec,stopping wv for vehicea. 1. from We back of Pavement sent W the back of Pavam,nl east when the erdwll.are amch W the ' Lpdul Provisions .upantrucmn or Modt6uuons W the 2. from to expansion jouu u the read pier W the standard epectfuuom expansion rust at to other,and Per when to eMwalb ryrwfie to and suppkmea,al sperificatlam tut aPPtY W a' art not attached W the rupentnaun. Mdn'Mual project The spdial gm,kak.m may describe work Sop,.mOo.include,but art net Intermit W.garden,Blab, We spnirs t iom do hot mvn. Seek work teal)mistily Mt barter,and nJ.9 amched W the aupanuarosra with the apnial pon,ktbm and than with coy spolficauo. Supsntructons do not uuluda aedwaW.wngwalb barter that apply. The Coenrisrtor shall include aU ante Of doing and hitting am,hed W the wmgwaW,and centievn peens.arsd Ithis week within the unit bed p ice. if the.polal Pruvlaiom nibn{,unlesnupported by the supevtrvetun "etwir work that his, On u t bed price, mu sha'J be incidental and included wish the sak bid prices in the Surdy maVsrt. A company that u brutM with We CO'surai to ensure Specifications; in of the centric'.P.l rum of sU obk[abnru pertuning W the work, .it fulfilment :f such ether cordtuom as are ProvuWns and rtquuemmu for the prtacnbed work specttled to the contract,contra bond,or otherwise required by lac Pagr-SP-3 Re,mon Date'.April 26, 1993 ♦ f9Y -JON q�r x 142 Did PrecMurits and C.mdamm 1-029id P1VcNtsss and Ctmditiom t _ Thin fw Handlnpl .. The thine or Mwdmp of the aatwru and'ohnomo.herein he fiW6.mea Me iPended for mnvorjft a of reference end du:l not be ton'Wsrtd ax h...[any beam[^n the.mUrymanon. Spa Traedd Way That pan of the roed.ay made for vehrsk travel excldolg sheu d..old Mul ary,lartea Work eoerd•eeatnraaf Tye pmvbwn of all labor,matemj.,mob.equipment,ad PM .,Tyth.g rledd to eono wsN UY oompjm a proj.,feu din[ ak , u we Borman L; To W. I WON alm. Id. Working r a.inp Shop dry i ,,..chop plans,erecoon plain.6laewoh plant, freme rk plan'. W,Terdam, onbbing ad ahorin[ plain, banding diagrams for rt.fo..g heel, or any other w auPPkmentarY pkna or 'lmilar &U. irlcldU[ a 'ched of `amw � 'ubmiaal lkU for workP&draw r,wheys ePKLW,whwhUIC the } Pe?� . x Con o ,mun mbmit to we ErS.,for'ppmval , 1-02 Bid Procedures and Conditions aaeb.tn 1-02.1 PregQualifiution cf Bidders penI b'u""" 'f�sT.eh S r^un ead+PxaMswkce.Jt. ba'e , '�� Eeeleni-ei-i4 Bidden shad be qualified by etr/eritnee, nnanrfng, a°esP^eeivea equiptoeot,and organjsation to do the wort called for in the ietisre'arpregwbRdr fbntracl noeumeou. The Coovaetidt Agent' rmerem the right to take wh.tner nrtioo k deetni neemsary to ncervio - YwFwm'aetegAgawey_ the ablfdY c(the Bidder to perform the work otlafaeturl,, A bmiatol Thb aetorA may iocdude s prequafir"tka proedure prior w the Bidder being farebbd a bid on MY Contract or ' prmward surrey of the Bidder's goahr"tiom � award. prior w - ^m^o4dr-tl'sa4age'. 1-02.2 r-eenesdBP06401 emBid Donammts who. pawerndaasirwrneemd(. 'ww"+^pne-oFme {rddwWTwslwwe'brRwer11111 Is y .r iewnr,ikykinge'r _:I pmr..H.nnmry..knt..r+Uw.,pthe . . Pagr-SP♦ f yu :qr. r e1-02 Bid Protedue,assd Condiliom I Mid Procedure,and Cooditiaro obascks a be u,couree.ed roof. as tha ntenomon . a eaw'Ably ••ocn•nubk from an Impassion of the work sea(acludar Overall am)as,„el u frun the a AI•ieiraYaeue W'-•f8•Y OMW f bid duumenu and other aformson mar a part of thi,contract,ark 4a`I kannaisla y 4 Has saw6cd itself as a the RdaquRcy of tone Wowed for the compleskn of the co,urso, Any hour, of the biJdcf a rake the Reasons described and t 1 also a gllatiaasaaalyap•a ahnewledaed to 0a clause .ha0 not ealieve the bidder from Naaeaa9jwi.t waw/wpquu taponeib:Iity for tatimtLng properly W difficulty, ark cost of paws, walst�rwu•a.kap suues•fully prfoaming the work. or from pmccedaP a N+ala♦ •uca"fudy p"fonn the work anme.,Wdstsional expense to the Connacting Agency kae.d+F.ytraa 71a ladder Rgnn out the Connoting Army shall n"be liable a a on any claim for additional pRymn,or add",W time saled"+fwoea or Ray claim wh•uoever if Ibe shim directly or indirectly result. fe p from the bidder's hJun to a,,R g w and hmiluroe itself e,ev,•,ew, W a W .uff-imay wan a-000ddiona under which the eonuan a a be shear The The bidder shall he hmilio and comply wan W Federal. irSaba --an s Stuc, and to.al Laws, c Rollo. said regulations which might nRd F ppaer• Ha.wF6.r Ba•IM{81alI .R aDact thou aeyagod ii.the work. The Contncung Agency wdl na consider any pna of muundent"ing or ignorance of such M {ay kF requ.. m nu a„w M. rae•awY�wrF . Ba�ncu RAW nBeq who the bidder mucipo"to be the r"`•"w,. feunaurhew, con cf of nfil Aing Lle work.uuludwi enearoda,marl. tabor, ewe o,d equfr neon Escape as pi,co"a may provide,the bidder ^'^wwe.l�eN•e Rhall re,cive no payrcnt for Roy costs this second Nose in the e bit prices i ad te t M W. Prospective bidden are Rdviwd N•,work on or sd,..t a waur may mg..inaunnee W,mge in oempli.with. iaform.noo as a wave Bad Discussant,uo be obtained 1 7ne Longshoremen. and Harbor Worker. o,renews, wdl be fouaa b the Call for Bid, for the N'ork Campmastion Act (adrnuuured by U.S ERgaMun, Placed in the Coeaactiag Aa•acy's ofrwisl taewtpM.. of Labor).or 1-02.4(I) General r: Seca Industtial Nsunncc (adminotra, by the - The Aidder shall carefully ea,mir,c the bid documents as Washington Saw Deprtment of labor and Industrwa), .ned in Section 141.3 SubmitAl-f R NO Oat]be con,lu,,,e or 7. racth. keno Wt des bdhr has nude Noe a reanc,oo be 7hc Contractor sled bar•d at for Ruh wunnce as provided ... adenu,ks or nquuemmts for N, psajm. agrees, s, Use N$action 1-07.10. coknowl d work. h bidder tunes• v tnanu. Rtroes, and No Cam shad be RW.W because of any ambiguity N the Aq stWwlWgn by•uDnuaai•bid slut it. wntnct if 1. Has alien sups reasonably neon u:v a aucnaa the 1 The bidder diuoven an miNpal, ba Lash a Wort ruwn Rod location of the weak. the Contracting Agency o. 2. Has Nv"Ugated and "taw melt u `o the general the bidder piled to ducover any a paid RmM1i ,"I Red local condition.which can dhc: N, wo,l, or its t°1y dial would be discovered by . rasonably pendent ..- sun uwlWion ba a,a Woted a cotdnetor N preprinj ice bit. i • Conditions baring upon o'W,vp o. Anv prospective bidder desiring an teo,epnatkn, dupul, handling.and Res t a of t adR,Cx don or S Narpreudon of Me bid documents,m,m tq,seat,Lac esphrution mheerhLa. of Ltterp-etauon a,wr'..int won«rough a Wow a annuen reply D 76e r.Red risy of hl,or,nas"iaLa.wRae,cka nc a each W proapactsve bddr, before the nsboaraion of their pwcr,rod ro•J, bids. Orel eaplo,auom,iaerpedsdom,or outrucW" pvm by l c Uweeaa,u" of wwNea. twin call", tides, o, anyone before the award of•eontrRq wi11 no,be binding on the •unllar ph•n.al conditions n the sits, Y tW pwapocdve bidder ._ Contmtt Agency oYLb lid locum co s Or The wn/ormwon Rod condition of Nc groun.�, coe,urnint u.y of the bid documents will be fumahed a W Red I mspecdve bidden as an addendum if dais Nfomation is domed e. line eh•aacter of egmpmcm mJ r ,mfacilities needed par a'Contraeaiot Agency a be neeaesry in s,bon,,O&bids or pNonaury el and dust work prfomus if L e Contracting Agency conclud" No the lack of the S. Has ati:fo "ell o o Na subchusurface quWty, cod infoT.ntmn would be preudauaal a other prospenve b"k, qu•ntay of surface and wbwd.0 mRurub m Page-SP-S Revision Date: April 26, 1997 r}" 1-02 Bid Procedures and Conditions 1-02Bid Procedures;and Conditica g copruaershsp, the ,rtvpofal shall be upped by as andnAlaad , 1-02if Lne Subsurface la s made tab member of the wparmership When drt bidder a A joint ve tbee, if th Corrtncung Agency bu made subsurface invetrplwn ,he proposes shut be I.pod It, . or more individual, Act Of the out of the proposed w ou boruie log data and nod auhorib d by tha loam Veruu.e anopk taen data,and gaemehm I rt"m aa...Awd by the Contracting Ataxy sell be mile available for aaiy seem by the 1-02.6(11 Proprietary Wcrmation E bade.. The boring lop dull be coosidned as pan of our Vendors should,I.We bid proposal,Identify ele- eery wntnct. Bowever. U.- C.NiAMng Agency makes ran atatarlai(s) arhicb mactkute '(valuable) formuls, design. .epesAa non or.m 'y eapm.ed or unphed that drawings,mad rafarb data'an u A be neap from public 1. The bidden' atary,esstiom from the boring log. tie disclosure. RCx 42.17-110. a any w. rust, elberwur wrract, Claimed w be a®pa,along with a Statement of the ben+b for 2. Moinum wd,wml And Anointed aawr tablet will m Such elalm of aemptlun. 71e Depanmat(or State)will give , vary fvm Nose found u the time the boring, .ere notice in We m(lor of any rawest for dacburs of recb auda•and beformatla recei=d wsbia S (Orel years from We data of ' The : Ind At the lecstan of the boeinp hum been submission. Failure An no label onob m,terish or Inquire to phy..cally disturbed or Altered after the twrwg nos tautly eessaed efts notice of request for public deebsuie , made fro low given a:eG be leemd a salve by the eubetictigp. 711,c Comrs"S Agency sp«i"U) make w veaeor of soy elnlm that such mterfat, Are, in felt, fa• rembeemaans, guarm'ses, or wanunoca u to the wMiucn, eaemse. msta,u,, or proponrons of the m.W..6 base,,, she .peck ICI boning.rege,llesa of any.ub.urf..infomutm the Contract., 1-02.9 Ddivery of Proposal Agcocy,my make availuble w the prospective bidden The availability of vubsurface information from Ne EAch proposal slain be scaled and submNd On win, an Contracting Afen.y shall net,slieve the bidder or the Contractor envelope-f v,.Aed� 11e bidder shut fill, b{Web„ from my risks or of any duty w make euu m Nv en matio And property addrsu +eloge w en pro sure per had 2 and mveaugawa as rtquuod tv Section 1-02 VI) or Any over Jtbvcry responsibility under the contact or As may In,rtquueo by taw. 71e Cerems.mg Agency will not wmidcr proposer a receives afuel Ne carve,M at ache than We place. Fad fcr :-62.5(1) Additives,Alternate,Deductires opening bid.in the el far bid.. The Engineer rcsene We right to arrange We Bid ro.wit,Alternates.Addnve,or Dedueuves,P such be w 1-02.11 Combination sad Multiple Proposals 4e Advantage of the Contracting Agency. The Bidder shall bid ra all Additive,Deductive,or AlteaUe ae foal,in We A prokct my be urg.L.sed for badmg and oorwrucuan by Propnai Fo,au unless otherwise eperifM1rd In We Special various m un,d, to esuble proposals w be ubeniotd for provhlon. wrObvrod proyoctsi or for the wnstiuctan method rpecifwd The Conenewg Agenry reserve the eight to award combined or 1-02.6 Prepart L,a of Proposal seP..w bids of 6y .uch wkr A a describe most odvenugwus w Ne Contracting Agency. Only ;hose combined ,.. TM '..trading Agenry will .cwp only those pmposau bar apecifiully p ossenbed in ck pro ect special provaions sell P,.T rty .,..tail on form. it provides Unless u appmva ta be moctued. If conuacta art .warded for went, of unung. the Contnewg Agency will not aecep prepout, on proJww. Wfana contracu will be anmr for eacb prOpw forms.bAchd to the lam anti man u,clW p guren( vie cf.1l.' ed w the comwtwn. All pewee ahab be ta legible figvra(m .eedsl wrinea ta A bidder.ubmming more dun one propel u•kmng may AA or typed The proposal.halt uxIde: match ow of the folbwwg statam ew w fach Ivpvul 1. A un pace for each gem (omimng d,gda more than 'We prefer w be .warded vie• more than (Number) four p1.ce.a du eight of the d....W point,, each an --"M for pm)ecta for wench we have 11min d bids N price mall AM be wrha to wo.da:where a ann.-, thus bung:"or arise We writhes words shall p mall, 'We prefer w tr awardbe wnasW of a uxal value of 2 M exam e,n for ach.1 price,And m mess Nan$ for p,o"for'Merl,we h.,'e y The until on ran jn i (the sum of W eetm ,Ons). AubmdW bid.u thu tenting- in ak space pmvided on the rigatueb.hat.tk bidder.hall Such sa.ch„smta Will not make the proposal,i wput.71e confirm nAl all aelder,da has ism,etceivbe Conenetin. Agswy will awed each wcdesa w the io.vet 7h, bidder AM.] submit A eomp.,W 'Duadvamagd, rfapca9ale bidder ism will o.,b ider such etachmw, vt Muwrity or Women's Buena. Fsteryria Carulietwn' if■ deermuung the mpoaibiury of Ne bidder to pefbem fact _ .- ... Applies wawa Ior which A wta.sntt has hen.ached. Any ism, gibing business vide- An essbmed ram- oha0 mbria A -Iufw Dopy of A "Cuu&-.0 of Assumed Neese' 1-02.12 Public Ope ting of Proposals (..I .the Cunen�:ng Agency ALeady data A copy,on file) pro uL will h opvwd era Propoah Of wr;urabana shall be npmd by the olBce,or per publicly red At the time alfioen having --tM::ty W sign them If A bidder a A ud.d m the -ul for bids unles. tht bid opening has ban J dehyed err canceled Baden.Neu srMonuund agwu,And„Nc, Page-SP-6 R<viuoo Date:April 26, 1993 J e t•. 1-03 Award and Earariou of Contract 1-03A~d and Eaisttion of ` �? Cessna Ail • interested porno Ye invited to be, pen era. no Aaery merve Ike right b Caaraerat 9 A bidder u tw ev4•�rired b da hweess v the side of Ng Poatpow she did eAd there for Wwhingbn,or I bid openly. NoViection to bidder will be by addenda. 10. There ore way other woes dmmd propar. r. 1-02.0 IrrgWar Proposal, 142.15 RtAw-rd Worawion j ! I. A proposal sill be a,m,ndmad Irngula, And will be Before-'Aiding MY—asS,as Coscftmk nj Ag,,sy my rjaaed if tequim nee or mots of Nee sat,or stOom of the bidder. .d t' A The authorieed prop•sal f,en knoebod is not 1. A complete stalmwrt o:the origin, aempo.won. Aid used or is adtrod manufsaum of any or all,nsrc W b bet wed, is 71, cote plated proposal Erin mnwnc any 2. Sarnple.of aew err-.0 , dry and Btms casts, uwuNoremd "Aare, drkeio.ts, altercate bids. 3. A propaes achedule(in a■ne the Coopa moi Agmry or coom b.requ ) show *;ng the time, of and time mqu•eed for e. rditi The bidder adds p,vurma smr,v.S Net right In the.row ph.of the wan, Me" or MOW to award, or ass imo the A. A breakdown of mAts astigneo to any bid hear,or comma, 5. Aaonda. a . aii,fim o wit, the pap;,rn or l a The proposal fo.m is wen properly-olmed, r,pmentsrve,of the Pnginesr. A. The bidder u not preq,.hned who,an required. 6. Such additional 6Noranth, as may be SWnied .r which win permit the Eyiaae An deeresim the f. A pea ter umr-Mmt be fetermimd Bidder's grovel AKUY At prrtarci the Work. a proposal my be considered img1lor ad may he A kemd if1-03 Award and Execution of Contact The proposal don not here h,k • unitcan for every bid wen, b e ray f abtheove a or prim an exwrivof restorable 1-03.1 Cnts¢tkn6on of Bid{ (n'her shove or below the amoun,of•rrsombl, Lid,to,he pot ,sal detriment of'.1e CoMnctu'g After opa.ing ard smiling prop Asla, the ^omr mIs F 3, Age,-y. Agency will Chat them for co"Vetnea. of eaeasion. of the c. Recap of sddeoda ism.,,M.wler:g-d; prop per uod and L'.bid pan if.ducr%wy elitls hoer m. d. A memter of a joint vmtum And the y>im vm:um the prior per sane Ann the extended.swum al any bid,wan,the submit pmposah for the,wane project(,i such an Pact par wi! wail con'm: The tots: of en^rubns, roman,, ivanm,both bids may be rajaxed);or wiera necmeary.And ki lading sales we whop,,sppEC*61t, * i e. If P-res'form entries AK r x made to ink will be and by the Comroetmg Agency for aware purposes Am' b fu the Amoum of the;mrusa bored. 1-02.10 DugwAlifrmdon of Bidders 7h, right is carved by the CoMscting Agency to waive mfermahbe in the bidding, aeeep A prapael of the lowest A bidder nay be ammo'not responsible and the prop:.] mpomble bidder, ,ject Any or an bid.. mpubbh the mil for m)ecwl if. bWs,revue or mmcl the work,or require the wort bids don in I More then one proposal is subtrioed br the same mothtr way ,f the beat interest of the Cem a,me, Agency u P-J-1 from A bidder ardor the same ear ddfermt served ..not,' An bids will be based oa total aum of on rbeeub of .. Evidence of convaiun ewu with Any other bidder. prices. No wain] bids will be Accepted snYw an Stated I. participants m cou.m. will be restricted from the ern fro bads or spoeial proceiow, The City revs the submitting further bid,, right however in award An or soy rhadak of a kid an iba 3, bidder is net pwq.bfsd for the work or to the fun lowest bidder At its r.'derfaioo, ex.ern m the bid, A. An amsWlacbry performcnm Boom two based or. 1-03.1(1) Claim of Error peal o:current Contracting Agency work, A 5idder who wisbes to claim serer after she Bid,bare 3 Thers .. sae amplesed work (Contracting Ag,ney or been opined And tabulated than Awisah a As. triad Nrd,ek ahawist'wwch might birder or prevent the promp signed by the Bidder, arvmpanied by original Anti Anna completion of the work bid upon. wed in the prepanaon of the Bid,requesting relief[taro the 6. The bidder failed b seek bills for labor or m Anal,or. respowibiWies of Award. This aft'sdavle Abaft dest.ibe the pan or cumin mntno.: Apeeifie anmr(s) and "reify that the wink sheets are the 7. The bidder has failed b complete a wsme, public rlgiaah wed in she prepawlm,of We Bid. comma or has beam wnviaad of.crime A,n.g hen. The affravh And the awk sire it"be snb viand to apes,how puLlie arena. the Easteem,before 5:00 p.m.on she set bosism day Aflr g. The bidder As i mbk, ftmmuny or *thews,, m paid opening or the clnlm w01 not be m misheed.The 1lgiwr perform the work, will sevkw the etrtined work siesta,An determine the vASdhy of the claimed error, and ®Ye .ccoemmdatio. An the Page-SP-7 Revision Date: April 26, 1993 iI WOW t r WGP-27-0352 IAA= AVE NE SAN. MAER.S LID #337 - Bid Specs. 2+ 144 Scope of the Work 143 am"dew Work . Contraetml Agnew, if the Cmtractlag Aaeory canton k the Lim of error the Biddy evW be er➢evtd of respouibilit7, 144.2 Coordination of Contract Doatrfl,Film- ,ad 1he Bid Deposit of the Bidder wW be tesurned. SpK al Poeitiom Specilkadook OW lfb,mftK,at this d'neraioo of the Contracting Aged, all Addenda RM+ my he rt}eeud or cased made m all, gad lowest resp osible Bidder. N Tb' mmpleu maaa P to due pro the mmna rm,bidder mmpkW prnpn-.W W Nrm,eonttaa plane,mntnct , 143.2 Award of Con"et pnvumn, standard q,octfinuurom. staMard Pk--. addend. "Mu+ omnfiosuonl it sRrdviu, ruppkmenW -gram is. Nomully,wand award or but rsjeation will oeour whin change usher,and subsurfas boring loge tlf any) Tbue pseu 45 nkndu days sse, bid opmma If the lowest reop ,ouble oomp)ommt smh mid in daarhmg a mmp)ete work My bidder and the Loom otmg A/s,wy ages,this dmdhae may be nquiremmt m one pan bend u d wend in all 1-m 7Lr axtanded )f me) omen, SSM on an summon by the 45 Coaraaor shut pmvae any work or matmW cWrly MPhad u ,award,d,dmdjuu.the Corry w g Agway rpervm the right the conusa even if,e comaa dog ea mmkon n opecif ally e. m award the ennead n the near I-~rear—Mble bidder Tne Any u,muWesy in the pang of Ts, comer" aMU be Conuscant Agency will testify the succes,Nl biddy of the raolvsd by follwmt this order of prsedmu to p. 1 prea,dmg nor u.a awant u wnWl Tie caovall,Yod form, and ag over 2.1,t.S.6,and 1,2 prKiding over y.a, S.6.and 7.and label forty rquirkg aerutbo, toanber walk s cat of W ao ford). older form+ or 6sammu required m be submitted by the I Addend ::ifu)bidder.wW ha rorward d to the sKsaful bidder 2 Proposal Form wkkm 10 M,+ of 0e award, Ti< lumber of roPM W be S Spain Provurons aKuled b7 see Cmummr shag De determinad D, We d Contract Plana (iafrmtio{Atfec7. S Supp)tmmW SpeeuWtbu. 1-03 rb, General 6 6aa 4.Wan a4kk as S auesa Standard Naar Re Contracting c Agency w Dmhihbed b,RCN 39.is out 7 a, w"irm an., w v Sig d.tiou from aerulkµ a caotraet with • COnlraemf who b not � � wnirsa gelds, wottm/ dnwmg+. aid standard ragbtried or tkeued u required he the kw,of the lute. Is pion. figured durwnmrw dull Wa pnawdercc over soled addition, We C"irsedag Agma, requires Pereou dohµ d.,..n, buks,t with the Coouaetin{Agesy m proses,a valid City Thu onto, of PrOoldle^ce aW twat opph whtn work u of R.W.business get d,prior an award required by one War of tha contract ben mmued Imes moon Nbm the Bid Form proud. sp.en for a bulnes, pan or par of the mrnna The work nquind in war Part nun 6teue avrber,a W'asbiagton Sam ContrKmn rgbustioo be NrnuMd even A twat m ouoned m ether Pans of lht contract ' number,or bah the Bidder shag farrt such mformuion in If any M of see aontrac; requital, work that does not the apses,provided.Tit Cmtrsatiol Agency rquvn baible mcludt a dwnp wn for how Ns,work n to be perforrtmd,the mples of the Coofflum r'a Regbtratb0 gad business gems, wort shut be performed V aeoordume won standard mile be mbmaed m the F.nglooer as Pan of the C fttrwt Ly pnctw<u) For purposes of det onetraa a standard trod' i Ages)',pstawsrd Nformstion and evaluation aruvb u in. prsN is os having such faculties,of oDKrvance m the trade 1� ,t is to justify on e.po uuon that n w I be observed by the r 1-04 Scope of the Rork Comnotor m dmg the it In use of any ambµuny or dupure over mmrpramg the on,uaa. the Engansr's du.. wW M final as provided in t 1-01.1 Intent of the Contract Seetmn 1-05 1 TM i„ant or the coarsen a m Proscribe a nomptete work ldd.501 Potential Claims , The Comnaor sN" pavrd —1I labor, msrertak. umk. Future as the Pan at the Pobbe Walks DhKmr er III,equipment,era':=taro, suppbes, old me,dmab required m tePrrmattiet On discover w esadem or ra)en Impropr, anmplae W e n ma work omtu.ons from or mmna of tlefKdw al Inferior walk al mamrY6,sW arm be masted lakib of work. ash art neousa m Barry ea see ules6 0(see a n meepaoee of sal aKb mark or asmAsh,for the Pan •'.. saaYM.W stitch.e amomard) pedcrnwd. shall not Nave eM OaYWor from Anton...µ Ns, .miaad wort.but they shut d Ypresesmt so w►kh Ik!.Vaal an7 Yva f Ism,asthe Y psd0rmd u d NOy and caneady as NM and dmtribed io To till a lYpala W Public•Y n hetkK egaad b1 are the m,waa 71r one contraa bi. prises,hall be Nu Pay Nr W T"rePartial k" RE fY I Ba marks dbeaor al ►e work and"Wral.nquiad to complete 6a welt ""sal k da f w k s arte Ike p.mR7 w,m l of see The Ceanceor duo uuluda all costa of doing Use work sball d W4 of walk oahnHl k+nksa htSpmv scam. Ne wamm the unn bid prices 11 the contra pion, conleact shag��all ouatioa dhe"li Plans m tY KKKiaa of rake wort previsions.addnda,or nary odwr Pan of me mama rquw ash Use NlerPreauoe d Ike Pkm w aPKultatbu. work thou has no Orion P.M me P.N.1 forre.dare con of such 1-07,5(3) Appkrahle Law and Venue work shut be mWenw and uw1u6rd within 0,a urds bad press,m Tie emu, of sal auk shall be Its lbµ Count,. the onnttad Washington, old u the enotraebr b a n -mWmt of the Page-SPd Revwoo Dam:April 26, 1993 J Y 9 t, 5 a F. 145 Can"d Work 1!S Cwehd of Wanb i >lale of Woabbganbr k Jar 6utus e m oreat,ryas wbem dw AMOR le the prepoW/rem ordy w 00 o oomnea balk for ' I loom ma)be awwW,be art emmeaJag tort mar this baoden reran(. 144.11 Floral Cleanup - 144.6 Inereaud or DeovNd Qu►ntitiea 71.CoMncwr shall perform howl rintq u prov.kd k Y hymen w the Cawarwr w01 be mad,only Mr tM soul 6W aa.tion w we Erg sae i aau Wwfl.The Enpruer In neat quuaarr.of wrk par erovi and aocopW w mrdo,vo me wM mwbluh dta deu of menpicuon until mi.is dons iTe lighwy We contort 147er the woeped qumutw of wrk vary from the ngto of w,. maurral wen, and ak pound the (bnuaacr f onS..l Nd quarwtea,payment tvdl M u ue unit aona.cl perm w,4. d w do the work man W W m_:aW p-eaftmk The br mooptad Dort atlas tM tow quoo)of my oear v,i were. Cnnuacaor.h.0 using de onS..l bW gwwy,ueranaw or dwroaioa by nwo I Remove all ndbbah, aurplu ra b.", dr..rdW .i dun 25:eroao In 11ut cue rhea poor of dw uen.0 e•dacruae ewu+Wa. fWarork. eunp buildup. tsoponry sacred.,25 c oroa win be.djaaad u blbw mrucruem,qugmmt."If dolvwi.W g' I 1rwo.tod Quarture 2 Dapo.a w inbankrownw,ar re,mve IN.0u ptopm Eacr part to the mono w u be sanded wan W wuteeded, cvereiYd took loft dam pdwg, 1 .gwubk .dluaunent for that poRwn of the uvu.l wrh"na.or paving quwn m a... of 125 parcent of a e ondmal bW 5. AN ub ge m.Uri&%u read as the pkm and Wks, Iv qunuty cup as wnrwd w avbperagraph y m Nu from eo) of the diwarded tocakim akd.at 1M eaweer'i Who. disrrano, be carefuky ul.aged cad I wav6 in tlw city 2 Dernawd Qunuoc. abop.. A., out iwcurred i. ulvogkg Wait 60"mla6 woeb Esher party w tha mntrs" wW be mutkd .n kemc Ja0 be meaiderwt incWtew u the project wd w g.viable ad us meat d the .0u.1 qu.nmy of wort wmpeoauioo wnl be male. parforeneJ a ku 0tan 75 p rcent cf the ongw.l bvi qunluy ...ep, u Lenard w ubp.ngnph 5 H Nu The Coonrwr rMU Ma ratwve aoreiw j, rtguktory. or mown ru`d,ups whits de Eagu.eer approvee 5 AdJutunem Lunn. TM qurubk adJwtment for wirwased or 1-05 Control or Nbrl. dwreaw quantwe. Lu be daennuwd m.ceordance waft See w. 1-0p.4 eaeep or Lmimd by th,bWwwg ptuvuwna 143.1 Authority of the EAtpirtew a No pa)enan for boo of onty,I' d prorru wW be .Writ baeau. of my owro.., from the The Ee,., Jw0 ha a fad then all ft work k born{ mumaud qunMeo aMvn u, we propos.l form. done w aCC rdmT, uh the rtquvwtwu of t1rt mrtuaa The man"provurom,ark Monet pkn. moor(.ask spaifxa con. pve the F.P ear auworuy over IM ►. For dw wmd Itumuries Je blal payment for work Whenever a u w provWal w thu moon,de dwuk'o of on, km win be kmkM w w more W. 75 the Erg.,.ball tt fwl provided.Mover,du1 rf u'd o Pertain of W am.ow erl6Wk) bW for the a brought vOvI We time aWwd m Ws ooe ou(oA.11mpng ue Yen;p L if ) 6M' b•'1'n"(°d Engweer'.dreuwn,thal docuvm 1W b.ubp"w rye rope of JYdwwJ rtvew prov Wad N 'wh IY.a Y.&I WuhNs4` raa arig k iN! kw < No payment vn0 M male for eateodaf or TM Eogutee,'. dauwn. x1l be Mal m ak grmbon, mab.orbad Mate olftce .v,Mad ant MW ueW.S.but w LmnaJ To oe Nor.& avan d eapmaa w tle rwtw thu Ncre Is m I. QWt)and acceptability of awter"and work. aelMkaced dlmatwn of such ewpmrm among the 2 Ms.urtmeu of unit P.work. .r� semroat bW uema 1 AoocoIsbihly of raw.of progrtu m the m,A 1 d No paymau for oonequw am M eal datees ,n < WerpnvWn of pkn.and Wo:ihc.uou. .Writ bw.uw of my vwiee m quad.! 5. Droa.Wn u w the aaoaoeoe of clanged or those onguuny ahovo m the pmpoul tun.: Alkmg au mndawu. rcn pravu ,ark mieroa pkns o m " ku FulfiWnrnt�f the mMna�r tke Coauaaor, r No adJuecrrmt m th udt eoaa m are pris wW v n.cl.r.ri qua.bk �.. male for my lain mlm.dte ueroi,s,or dwreme adluMent. w q.wy ranuha u.chmp of 410,000 or moo C Suslowo..(a1 of work. u rreuured by the ungw.l bW gv.mae,and no p T.ratwwr e: the raamsot for d fwh or pubbc p .for IM um mnvmeM•e NTtn ore ordew by we Eno~, dte Coon....ban proreeA 10 Dwennwuon se w aer.,va . asearkable days. 'th the wA pandmg dwermwtwn of we ton oe um, W adJwtrelow for ma chard, I I Approval of wrkwg dnvrnp TVA CoMoeung Agency +W mr Wuu for ueenua or The Pmlwt Enguwer reprwmu the Enguwer on to dacmu,d Je CaMncung Agency Mr mwred the amouo for pool"'(.vow fun.,Mr`My w aefoece emu.n rguYmenw and 1 _ Page-Spa-O Revrwm Dow Apn1 26, 1"3 I J u S g n Al IP Wink � = a� �6@� $sSy3E 0— aSo _ . '� r� E^ a n � n3 ' R fi Rs �� g � s�wo^ �=z ^ $ �wss� s o ; ` � o � _ 4w� , s� ` � e � �� od :r 3� s ' e ' � +`�� aS35 >e 8i3 € F? � Sy3 €€agk s S s $ ; 8 8R � SEg9 ° G� Lo Rl E! _QR� j• g7eit E Reveg€3 �� s a� S .g R €aa ; i � gRg' si � 3oR �a $iy; �� =�y� ; e � ev �R� g��3k �� a�e �'• B;S g � oo eg ° Raae eg g rg RP RCSp.� g 3 S �5 vie E� — o f „ ; � 4 - E'i- '1ggE ^ ; qiq a ggF$� r�� E ��, � �-: 5 p RSg '.� �Rci,E . �S Fed R $a' sa Olt a i RL�^ r � �d� f� �e 6 �e • RG a 3 8 �iC '` ATt �g E� `6'�g6is� $ CfeER Eaava tf g S g 1" s� 6F2 t gr 11 k c _ r � j3RR ; ��, g � � aQ � �s � g[3RRgs � �gIRF � E �ia s' �q Q R(i ��gRc , 3esl �T E� S3 � a 8ssas A6� pF f -at t f i a� r ■e C LEI Tw •'�OC 'OD Eye ^�` d0 wt�3.�Z�? ES TIi A� = nlg � Vr� ��'� ��' o b o0 7r f7 § Sti � yw eoSL ., QoPi _w C,': E�w rrofiya� . gyv•7e �' v > ]P. �. �Ee fi.� = ;=else � 8' � �q � EaE t a s� as :�: aFRGaE'�3655 Qx �s ; sk<G ��.Eg�.�.ipp a ea ^ c7 $ A b'g 6 .� � R ^ic4R .7E =aF 6L� A a �opC t C ¢L eS9 e p E y > �Ey �e y £i � � 3 / � E �G1L fe yG • > cv - 8 �1 ` i 63 '� S • � pe i6 eii o �ei Ovid =• ' i iQ � B�� 3w R6i 1 - 6 OIgRgg � B � Qnc i >F �€� Qga. � Q Q 7 � SQo:1 � p 5 6a� RCG5 v� ¢6 2.7 E' N iegR. RQ�C � 6 5 'i S e " 64E . t � E R P. ? c , Rsy k E�Is a a• � t a xa � : eEgs8$� 14. i E OO B &� E i� � e �. �• a E oQ R+ 's �.g : > ^ yQ ^ a �P _i6� a a a . . . fs O� �66 rE iwc �,. zs 6 c gEo;a6Z'a G �= E 6 :F � as;o^Ge30 �'S=EIeAA�fi. € uy tc c S. �ygqq gg.R cgs e.Ea � 1y 3 6q . g 1 sxa MOP Eass br, I 3 �3g : a'c ` } �FQslaq' is@CC 6Sp�.4 ' t $" R1C �� F a"Yi ftjl i/V 6RR o +r'n v•' w ' I C; Q s 6 F6e R c CaE � . rewGv g7 �i•g 1r � � � Rg � E1 rR � ` eneg6cg�€t�'� s . =G�a -' s.'k � a Rgiz 6 �g T. r trl�.^ ' � eet`e�gea � ; nir tit�€a€ xHrIza ?�y- I - It t1.6-E{. W-gtO}E` ld�ilRps� F� dg ! �x I ?E5 t [ 3 3'7 ` 5y?E� E , 1.2. Ivill!W8- i 1?�; lit ire Bg �R!4( 55 gg !s Fg G Y a.fiBe RR R ;lRq ��. g n $�R �'�t3�$ 63E Y ffi e� r AWL f r e s qq �S (( ra e a list of i s F5a6Byea`! e ' wi qeS o M6 ° idisit[ R 20 ry �'g� q g �i BEpGg Fa�' C.e ie g; la �c B D 6 ' � gg BR a g et� t BF �R eFeva � c .a $< 6d " ai3 .t � 3 e � e$ iae � 'Ba$a5 aE6, z pp a � ob'se 07 - ;� ijre a Sg' a Gs'w 6 i e =g S e T. Oe3� � Q �ORq� R - E e �•p yy55 � � .'t�`H �Q �' e ��S € � .'� QQ � 6 REi t .. i,u6 n G y fi R $ 0.2 q S_r� S � 6 u:• e J C'�� v° a Rez3pe k �ijE' saae .�C � � ; gij A S 0.r q■ SS 0.1 E¢•ie w °a.c8. '.eFR : Rw� � s : fi F ° �R � 6w 6Do� 63a u ge� �c e +gg� r ^� �� 5■�E6 aG % x rtIr $ $I II " a I Riur- & - • f i �FR � � �_ a<EsyE 6'•g��Si �� E .r'�fi C `Qp r t � S' a tee 5� Bi �• �y wQt' Ccn6w -oil a > E yaf��fGe i iF ,, Q 's�= � 8 Br�F�S•Rg � a�si �s8 � �R Pter° $ i —ee YV ° 3RieS If 8 BCG fLC Z " reiQBEe S� 0 • • s+ i6fill, iare �!' 8 n9 �. r i c�tsft e ire spa :`a' $k 1 ;i Eo• Ba6 � 3FIZICS zi6 € q €_ Ge; sesRa a va$ Grr EA5 �FE63F €ems d�-- j F 6 4 .;,4 144 Control or Work 145 Cgatrol or Work - p h I am,Oe direct and Indirect mtr iacar W by the Caatrmuint opt Wei. k' Apaq ahab be dedncted from amdos date At berarly due d.(oh one At if the Coavactor.Such Indirwe or direct mu,hall Include In wwkwwtewwrsaerF Y particular, but without bmWtba so, rampaatbn for A Cmtkente of Cnmpktion for the Rork nub-Wed by !� additional profsabnal serekm required in mt of repair and the Eminent and approved by the CaWnding Agency shah ' 7 replaceneol of the work of Wen which it Jetroytd or constitute Final Atcepume of We Work. Final Acceptance wd dammed by c« Kduu, remotes, W rIPh l of the sWp rn, mnsWuW a,,epaoce of Any anauthoriad At '3. Contractor's deficient nark. defeed"~k or Muffin]. h/ Ile Comuacmr will wit be nbned u M,osbo of Coatrnct Time bmw of a"Y In the purfurMnce of the 145.13 Superintendents,tabor.and Equipment of Work AtMbutable m the eaereie at the Contracting Agency's Contractor ��y rights hereunder. �. Upon rorteetiom of At) defnicoek, the Engineer will At W tuna.the Cnntrsgnr-hat)keep u the work sue A w notify the CeouMor and the Co autica Agency,in narking, of the plus,fpAf&uAww,spec W pmvuiow,And sddn The ol the date upon wbkb the Work was cowidered complete. c..,am,Jail devote the intention required w make reaoable progress on tht work and skull neopenu fully wth the Engut«r t-0S.11IJ1 Operatioeul Toting And tnspoeton 11 k the intent or the Contracting Agency to hare at final Eller the Cnmr,cmT in person of An uNweued ,,,,pane,A compkce and operable system. Tberdure when representauve shall remain on stte whenever the work la a We Work W,ol,es the iwtalltioo of Mchiomy, or mbu unetwty &fore tie work beainr.Ne Conlrnomr atoll one in cotehaokal equip.enj. suers fighting, ekc.-ical duuibutfon wnt.S an eapncnced auprtmendem tan undentand. Ur, or tiga,l,y,te o,,b.iklfeg,,or other similar work it may be cout.cl" u able m supervise the wink. Thu .upernuadent desirable for the E gi,,w m bare the Cosuaetor operate sed still have fuU authonty to represent and"for" Ceouunor lest the'Aork for a period of time Site Mal bsnertion but any.upertntvdent who repa'edly kite to kW-the Enguncr'- prior to acceptance.Wyrrorter■em,of wok a t fasted -tl wrnteo o,oval Arden,d,ncuons.wetructiom.or de,cTmwtron.. canact Pruvkbw for operatcw'resting 0, t -A h Jul.`t tiny rat Subject to removes ti from the M)MA. Upon e nemrn eW uodtr operstinS couduiow for die Lt., p•'r� mquen of the Engtn«r,the Com,wl r-hall tmmef Well—'te ..') upecified to mture their aaeptabilily prior lu final e«h sup..WTda,And wmc A replatesnent in wrktng .... seeeptr.c During sad folbwing tb, lint period, the Competent supervuon eaprmued in the Wk being Conu,rtor shah correct any keens of w kwwhip, performed-hate conunuouely oven«the contract wart M the - - msteriab,or equipment which prove,faulty,or that are Got En,woc r'. w acn mq,en, the Contractor dull Imrediawly In Mt clot, operating condition. Equipment, e,ertrical remove and replace any mocmpaent, unless, or negugeat controls,eaten,er other devices mod equipment to be tested Mp.'yes during this period,shall be tested under the obseresuioo a Noncompharce with the FLnSumer'a request Onremove and the Engineer, an that the Engineer My determine Ihco replace perwmwl at my kvel shall be ground. for teroriwtmg sukabili y for the parpa,for which they were installed, 0,contract under the tern,of Stew.Idle 10 The mu ror power,gw,boom.Mterkl,suppbe,.and The Contractor shall keep all macl u cry and equipment m "myribing eke nettled to su emrufiy complete operational good. workable oonduron It shall be adequate for as puepot: . testing,shall be included in:tie rarbw contract price,related and used by competent operator, .,J to We system holm testes, sales sperifaat)y sot forth The Engm«r will nu the Contosrbr's perlorman« utd otherv,ne in the bid F«w conlese,compWnce in thac cncgorus Operational wd test periods, wb. requ}ed by .be 1. Progm,of Work. Essloeer, shall not ARM a Msufaclurer's guarsotie, or 2 Quahq of work. warrsoties furnkhed sader the tram,or We CoutrAet. J Equ,pmem. a. Aden MWO(MmtagemenUSuptr.urn.W 1-05.12 Fugal Aettptartce Coordmuon and Control of Subcuntraaon. Whenever the Conus"S Ageno) ev.',unes We Co urs<mi- prqunuftcwan punusnl m Section 1.02.1, the -none, -iwlacw'ai Coauanim Agency will fake those pmformance asdr-06W y,dwrMweA.maw'ehsN 40.ahY fljt mb,aOWt. l-0'.Ik W'ata and-owe The G si atutor,hall Mke m«e,mry Arromemenu,sod ,hat) bar Oe mu for power cad +Ater wiaaan for the performance of the Work. Page-Sp 13 Revmoo Date Apnl 26, 1%3 I .A 146 Clan-,[of Material 1-07IAgal Relations and Resporsibilities to the Public arni tllxe R(ulWOnl require the Contractor to MUfy die 1-05.17 Oral Aanenens aging Mine Safety and HWut •ubdigri office (1) of We No out Vlroemgl « coauraatna wth goy officer, P j"Mort a begin.,(2,of tlw walingwr. daw,and(7)of agent,se rmlbyer of the Contracting tompkuon Ase. Mills Agency,lice.modify tiny Walqul uaurping the authority of ceher agencies, the Of area.w or obligation, the contract,shad ay o g agdVy goy C�eting Minty wW 000arale wM does n dneu dfom m Of the time«obbggtnN eaexiaed n gay of the documents enforce le .1 ! comprising the eoovmt Such oral yreeaing or M,sr adno t eaquuconetu (M wnrng any vmlwon of•legal loll be temfdrred x u001Tkill uformatio.and In no way taquu.nent,the Engtnocr will notify the Comnm,in an effort binding upon the (:oovnrting ARMY, sakes eubaequently to echuve voluvury comptisar The Entuwtr may alit,notify Put IN welling Or -among cup m,hk for etfotoetngt if the Eatutgr dunes that action eumgeery to achieve oomphanoe ash legal , eryuoemanls The Lt., will alw teip 'ha .temv obuu 1-06 Control of MaterialComncmr eompWncc to the anent ouch help s Mission wet us plov"'"of dK contract ,. 146,2(21 Statistical Evaluation of Mtats:Ab for Chaagg is Ova. The Canbators Agency will not I Aaeplartce adlu0 peymant to comp maw th,Contactor for chant,,n UNLESS STATED OTHERWISE IN THE SPECIAL Its., mquireanu Urdu. (hoar :tinten are ap«ifselly PROVISIONS STATISTICAL EVALUATION WILL NOT wMm the loop: of RCW 390a.120. For dung. ow. ' BE USED 51 THE CITY OF RENTON. RCW 39.04.120. the Conmmng Agency, will compmxte the Contractor by ggouted rAange order is pmvdad in Section 1111 t. 146.5 Foreign-Made Materials Chang. I. Panel Under eenun on d,orN, doe , After eompkting work that includes more Ikon 12,$00 00 Cont m tii Agay wi0 adjust payment to mmpmw x for woM of foeeito mad,meu min.tar Contractor gull p"a U,,:hang. Fun,the changes aMlt mvolvr fade,,,or ens e:mfud auwm:nt to comply u,M Chapter 39.25 RCW Thu Into on material wed tit or ot,naumed for the pvje",. saument mud to foM the attire a1M source of the mauruh S000"d'Ne charmnu sha0 orcrgee or dgeaue Contactor- e pa. taxus by mort than SI00 For sent, in the ongmi ' n, ba wntn Or change mum o« Il bid ur after e opening dew For agotstw :loam or sell m . gupplemernul ' Ts Contactor gull give . copy of the autemcnt to the ggieemmt the lax curate mum ske place after the Entawer ueceion date of the :ontraa or egreem:et. W u io thur - condaioN,to C msio ng Agency will adjum aompenxtion 1-07 US&I Relations and Responsibilities to by the �n.nta the Public the E dollar anmu u" of mcmus,or decrease awed ' y Ne x g ,. If ngut«r requ.Y A. [he Comruyor .ill «nit to wnwg utn the contact price dox net v iwk any:na amu'm 1-07.1 IA"to be Observed to goer a pwa:; • chang: in lax.. ih: Con It Atmcy my'Wit the recolda of the Contractor x peovdod m Section - TM Cootnnor NW Jwayr comply with all law., 1-09 it, to verify any 16. to, oomrotrw.i, bsi of ordmame,,and retulation,-Fedent,Suite.or total-ust affect ehangu m swot or b,. work under Nr contact Tie Contraaoe shall lademalfy and IN atv of conflict beverage diffirew,Wety rgWatinn, am hanakes the(omrattlat Ageary(Including any ygb, the ma str,sgmt regustna skali apply, offirm, and mpbym) aV4m gay esim, that may arse Tee Oi'ghutto n Suite Degetmeet of Labor and became the Castrector(N any oapl m of the Contractor or IadwWs abed be ,be auk and purumouat admmstraGve aubrnmrartor Our mater(ulmao) t61.W a kcal A&MY ropocoible for'be adotiakvaspn of the prei or rryairemeat the Wa,eiutton ledustral Safety and Henn Art of IWn Qaiw- (WISHO). lie Contractor.hag maNlala m dw Pftkl Site office. mo6W1. aasyw ar gee+ wen known place a the Pnjm Ske, Na n sle, araaav -"Us" for g,ovfdng dry W g Idly Inj". The Ts Contractor atilt be rewpoNLk for the gamy of his/her Contractor Ilia muib6h, pub".and alike►town an as w„rktra and g oA omply whh okay and h sM standard.a«h an.'byea.Pantradarm has curly ymadise,coastal w a as S&MY Standard. for Coatruetion Work (Chap se 296-155 is apkal,ar dsem'I tin,Pm .bw)Wbg oapheyoa,.bo WAC), General Safety and Health Standards (Chap. 29s24 MY bate bees Injured an W Pnjarr SYa Pafgoyoa,bould WAC). ouncM Occuptioal H.M Slutdetd(Chapter 29"6, urea be mad to work No the ptajott Shut boric, the WAC).and any outer appm,mitu"for art hunt cods Cautratbr W aalabaabal used r4 blown pcaradu,-m for U.S. Mine Safe, art H.M Administration aka apply goaoval at Injured peen as b a bmphal er a dggrh tans. when toe projun utcludet pit or gwny op:ntian. Among other Page SP-14 Revtgoo Date: April 26, 1991 1 a a Y 1-07 Legal Rdatiam and Rmpoe ibibLim So the Public 1.0T1.ep1 Raladem;SM > Responsibilities to W Public r _ _ The Contractor that) bore ask rmpouibiluf for We "fay, di[kor7. and adnimey of We Contractor's plant. npMy In Y appliances, and methods, and for my damage or Wup w sp p 1mM-wYFdwrly�Non ' resulting from their future,or Improper matotimrr,use,or ' —� operation. The Contractor abut be nkly and mmpkael7 h rmpmkbk for We owedbioa of the Project Site, lartudwg misty for all persons end property In We perform eet of the w Amlmlma- ' wrk. TTrk equks shelf apply continuously.and am be limited an normal Working boon. The rq"ar Implied imam duty M the Engtoeer'm moduct ennstrucTba tout of the imam. I Contracbr's perforce ore does wet, and sb,U not, be inelsds9 pa Inmk�tso-af wrwla _ intended to iurlude min,and odgswy of We Contractor's i "fee,mtesw es to,oa,w arm,the Project Site. 147.2(2) State Who Tom-Rule 171 t-Waslpe 1-07.2 State Sala Team(APW'A ordy) 61ale 4mmd W AC 439-20.171,and as,related rules,apply to building, 0.PPr karysrmd repairing,or Impneiog st,,.as,roads,air.,wbkh ace anew 'w by a municipal eoeponi.:u, or political subdirioon of the tote,or by the linked Sates,mod which are oW primarily for feu or vehicular s,sfrw. Thu imcludn Mores or combined newer enures within and to hided as a pan of the woes or road drsiute system aad ps er liner when such ere parr a the roadway hihtlng system. For work performed In hick run, the Contractor shall include Washing"Stale RmaB 'y easw�sd-yrwar. -gShI '•`*-W"� Lies Teter, in We yariow unit Bid Item prices, or other ^ 'WsmSsd'F-&�- contents amounts, including that that the Contractor pays oe"' on the purchase o'macersah.equipment,or mopbe,and he rousumed to doing We wrk. dwka Pcwnaea-owr.Reaeemissomsg alrl- Ystommtwsv NdaM-imrw+s`ATwnl►r N►CannmMw'wr,y-�n+mefMapa" . YY ZZr 147.20) GENERAL(APWA ord.16Y1e-6a 4+ L ■ The Wbhiog,00 State Department of Revenue hit ksued N a sprcul rules oo We sate ask!as. Sertioa 1-07:111 Wroukh � or 1-07.2141 are meant W cia0fy those rules. The Contractor mbuutd costs"We stashioglon Sate Department of Revenue for oaswen to questions to this arm. The Contracting Ag,ocy will not adjust W payment if We Contractor bases a bid on a mkuadentood W liability. ^AJ The Contractor fall include W Cisotronor-psid acre+in 1-07.2(3) State Sales Tu-Rule 170 e ysa� We unit but prices or other contract amounts. Io some uses. %%AC 45230-170, and IS, relLted ruin, apply b She j howeeer,muse retail asks W will tom be Imciuded. Section I. romtruclim and mairing of an, r mdaUy ImUdiap,ae 11,1111 dncribn this meepinn. other Mruetures, up o -col property. Ilk Won", bulk r' The Coovacting Aseocy wed pay the retained percentage on, Bmkad to,We enatntt6n It Mamw, ronda, highways. Q well if We Contractor has obtained from We Washington tar„owed by the Sat-of W'amkiaguo•sesurmdns and IS, v Sun Uepanmr of Revenue a eaMifuate s0owi,y Was all aPPurtemaaces:matter) stuert and sewnge dkpW rywms 000tesn-n:.d Wm have been paid(RCW 60.28MOI The mobs such fetch and disposal r7dems are wkh'a, and a ^ Contracting Af rare may deduct from 4 payments to We pan of, o bet l or read draimge {stem; kdephoor, Ontroctmr tar amount We Contractor may owe We uMgraph, electrical peer distribution Dam, e- other Washington Sera Department of Rmmme, whether We moduks or Roes to or Mon strew r roods, males ouch ' .t ammant owed reklsr to the contract or not. An.,amount all power lines become a pan it a SUM or read lighting stetem; - deduced will be mid into We proper Stale fund. mod inuaLlug or Machin{of any ankle or tangible penoml Jn""-SP-19 WNW ,i Revemon DMc. Apnl:u, 1991 t 147 L fal RalStlom Bad Rapmmlbtlitim to the Public 14S7Lagal Relations and , RBAaBfWRis 10 the Public IN 01111 7 1a w m real property,w►cthR W net ouch psnaaal 1 Got a wsu ducmrse Forme f.. use Eouingy IwpM)b e a Fart of ate rwky by.ktee of NWaYt4a. Department b fom For work peefwa ed la Inch sew,the Co:•rarM emu a Washms it :Ben,end �. 4011M ham W CeatnM{n$ Arary,ratan asap m s the b D.Iuugu3 will fain pi m m uawtnnu I. r Pug rewrart price. Tkse Contracting ASrmy WW am a pound or aurhse w.br%.y afw,the ester mNomaticaly add this Ww W to seek paymmr m W comma It rbdxy.ex.m kreipl materat. Geeuacter, Fw Leis e,ua,Ibe Catrwtaf sing net Imlude 2 G,ve tee `mat Engmear a uyy of each wan Bar raau ask.tat W(be auk Bid had,pries,w in say eth,r ducMrger rat mat befog she wek baS.ea marrmt amount subject b Ruh 170, wYb the feOoWag 3 Corbel dnbap aW emawn to nrser wremy yl 6-0a p,uuuon , ti> E.,eptbn: The Coatraetieg Aasnc/will am add in asks a Duaole of, al icy. Nat%ill peevmx the. entry mks Yes rat a Payment the Comescbr of a$ubmatrMee Ilk. Sun mate.,all an W purchase w meet of rooks,machinery,equipment,or a Tonne k.I dmi erwuu. cal. came.t atnumable supplies as lotegroted jaw the gentlest Such micros.end.9..Pmatt wesh our),and sk.a W,w$bell be included la the..it Bid June peon a,rat b D bee.overburden,and Wineices,maurult any mhec manse(amomt. J Notify we F. Iczy Daranmae amnedutel: should oil. abilki 1J7.2021) Sicec d miab,or sewp @pill as Store wne t ecrrm Coantror atoll not nelrect nun Wa to from the 147.3(4) Air QWlity CommetieS ASMy on any contract Niolly rot professional or 11K Comnuu, emu comply .0 all rube yf local au Other services(U defined m Suite Department of Revenue Rules pouwnn authorities If tmrz art low, airquality nM of the 139 and 224t Sues Deran,rcnt of Ecab<v shell Seven,the it The Washington Clore Air Ad require, t►m seek 1-0 .S(II Sate Deparimmts of Wildlife and crwhiag, reek drilbn3 upbsk beech phnb. end cosereee �. Fmit"im plan" recipe a as quality Recall, I. ad,.nce of ate In doing the work.Ue Cemrsetee-blu Operation. 'Me air quality perm, process m v include 1. Na da3.tt war m a we) that mould morn fuh add:tionsl Sin. E.,treammul An (SEPAI requirsmmu. (Cntem Washinpon Sister Water Quality Reguutom I Contract..or operate.sbould coarse,the Appropriate sir 2 Rek.a,any mh men0ad by me pm)w mice a flo., polutlon exa of authority all in adeeace of intended $ran, atom or open wear. up. Tl a permY procew my ,,she up to 30 day, J. Replant m)nwm bank or shecahne aye if the pmjw dubeb, vsictaove cover Replamct. !reel, brush, or 147.7 Load Limits Stises -bell ensemble Ua type and density of , uneuc'ug growth, uetma Un epeeal previsions perms oNerwve Id7.7I11 General V t Wve, when the mark a mmpMc, an open weer Wide movm, qutpmut of materials on any public chartist at tot bwK kvst of an) wI.W ".I, a highway.the Cant.cbr shell amply wU all law Wt ontroI , onnect n yeah the Ism body of war tnRK or Wnx beds The contact norther asrncpu Ue Connecter 3 pravme my fuhdhmrerang out buildup on the bail or from such h,n se, balsa overloads At the Enpnett`t _ boaom of any MMy of ester rquat. It Corrector emu pro"de my facts munwiI b 6. Never block aucam flow or mh peaap eompuu she qu,pmem.wigh,on the rosd%e) al 7. Keep all equipment out of my 0o ring scam or aher Wlren the Cotrfnor mova equipment or mauruh,viNN body of este, cmap, as may be pemumd by use the pro.'^•bounde^a.I^N load,was shall split,on special provuum I Any mail open ec and m one by publiK traffic. . S Never remove Snvel or other boom material loom the 2 My uuung nail cot sebW.I d ter major high waur-Ibw tmnwl bed of my musm or fmm tllt IOooruwctbe.ostler the currant wooer.and bosom of my other body of out.nap as may be 3 My wwly paved rod (yeah final till in place) built vj parmmad by Us-pater provrabn, most IWa onaan.Tyra Contractor nay blur over:oads 9 Dispose of any project deb.by mmval.burring.or ("moR over 25 geese above heed Want on sueh yplacement above high maser Oows mad,not Orm to public motto d Not does not damap If use mark N(1)thecush(3)above differs hole from%fiat omP1eW cork The Connector stall pay all carat, the ontnct Iequtw,the Contracung Agency will measure and costa of my overload damap Pay for a at unit omen policies if emmna Gems do wl Elaewh m, on Ne proyRs, the Contractor may opens j wve,Nose scan.dne Contracting AprKy sell pay punuant b gmanent rite oat) Use bad Wsa retrie0oru ie 1. 2.sal 3 te Ssctloa 1-0F.a. Section 147.70) 71te Catnctor ablll main reeponsNk. m,eevel. ter sec kedeauaed tumults All vain ck. aub)ect to homer on a mmap:basil shall be howead to matunum kgal .. W S(31 State Depario eat of Ecology capacity before operrenn3 urufet uses,Wales u doing the mark,the Comnnor shall PagrSP-16 Revsboo Due: April 26, 1993 i :n. 71 I 1 f r �•:ti:# .r. A ,A„h4 a� 147 Legal R6lstioms And R9spmmibilium t0 Lk Public 1-071.ega1 R,Laun send Rasp nibilitim to the Publie '.� If oscsearY and note w do b.W if the Cmin,wr rolun, nyusW b wTam 67 1I4.m.Tam(,Our Enstmonr may wam" g Enguaar. m Prolarrr IurWM 11h .. tartan w the bad- begand mad S,u.Nan only Coneatung Agency fund, If Nnor PaynW at ea nfpb.d INrN laae+aemns m 1. ], and 7 m Sen,nn I when w calendar day- of the one of the 07.7tI The enbc I aa'9uaaa aMU Ppun too wvU, '7 1. Deaenbe bdmg daaih, pYnll Parid nor FdenlaW ,w)Aess Or vahm non rsW,d.r 2 De.rnbe the oueMpmsm, mn,amem and days Deno the noun of the wrtnm,n;,an no Minna wub all, i pmgron of patmem on Nr awclurt or or ConuaamS Ag—Y AWA-.any or.11 paymmm may no r,Mrld Md `. cubed.W pup. WOO oomPlotnee to nohedd Also. O n b pmhde Naae y Say uts the CMeactor Wungr W not for dem. PaYM'6 ooud Mutt w outer smww•m no podded by Say hurt Um,pm..shad rover W row for (RCW 39 12 0")snNor Fderat reryldiOne(- CPR y 1:1 All WynWg men brW an,f °w ad PYMW shall be can euh<ru Noutmg m Nu smLon .Reed Nr C.rba ter'. ehsuneaeon akin Pay Md py uL &n;bys wra r� outer mr,mtbUma uder Uwr S uAd m 4. han PaynW one a,u,dk l"] Pmdw+4om or under publc aueUy vrN the onupWn mdn WW on Uy ayntmum woe p8R1 IuOhrr) awn schoufule m the AN motor,epeb 1M the r w th.r..uhewt he and an aaemo,amemd iden cmuract �s LM[be FaW.ceerep., a ,niangRY ,by lba ` s.N�pKWn a9hW mrkuY adhere b eh. 4.M of the swb, CmUnamr w mn,pm wN be wawa LrW N no contnae o/the Slate of Wrhteg,oe 11967 rdhiw Aad Wlt' M oppeemne,to show on 0-snided Payroll m a rate q sir rrstandommuebitle thervor,to regard b'11, wdgbl,.ad had,of ha. Nan the nummum peedal u s o jnumt w au, Na Pnymmt roll cat be rode for apprt" h'P aswratmn number for thou -rdoyno fte. 0. dWrsd to encsu*(the d aa) mural that h Sae Appnnriceahrp amt Tn cil u.mg Court an be Morn Hong 0cenod. beg Wight for rhlch the rebid,4 ,_nth Ua w.,employs<Wuf.uum code Aey rba,be of than regulations shall be rrp "ed w the 1.47.9(S)A Fm for Doeynenb a dented to.b foremen 40eo1. 7be ronbsw,is m furnish b the Public"OIL,Dirwwl Punusor b W'AC 294027460 ord 29611744e a fee for o sieg u of all haul rehttle, rued rn the projert, siting the wh 'Sueremmt of Ioteoe b Pay Pmoilte0 W'egn' Aad rebi,•l r, Wsr e aumbeen Number, an weight, 804 liremed AflWsrb of Wagon PAW' t rµuad b mesmp.ny osh RL ban limiu, form"'ho"h ad b the Lepsnmeot of Lab,_and Iodusur m. Re eostemb'Y wpoe.ibk for pgawat of tbnr Into old 1-07,9(5) Required D wunnena sbeU submit All fen. durrttr w the Dto"M eenl of Labor On fonm the lad s:•I c aC -- -- and I.dmut for appronl. The cat of than feno ahoU be Lahr.ad Iedyylpym LSa L i 1�i, the Ceauac4• Budd a the Ntee of we nfbus roiu of wrr rhkh tMU nbmil m Ns Enguwer aoarviae this mewed. folte nog fir Kaelf sad for ouch 1De required foeb, any he ebuead from the rutlernarem, and ouch siw, m a ,ubmswsbr that Depsrbrenr of Labor sad ledi rtriet P,rfo,md wrr on the moult to.ddnim, punu,m m Rl'W 39A2,041 nosh Dro{rr+n 1 A MU nI Aa Aearord 'Sat rt of Iment to Peg mlimatr submieed for payment sball Include or bare wonted Pre.aJmg Was .. Sbw LAI furs number F'MO. 6 sulemeut,an s form suPPWd by The Coausctiog Age.". 0294". The ComrstUng Agency -W mat, . slgad by the Corm , r that the PreruUAg wegm bare been fuymeM undo Nu c0mnd fo; the wrr pecformeC PAW to acc0rdsoce wirb the p,,rd d Suettmne or Iseen, 4, umd Nu aatrmenl Me bw apprond by Sere LAI Pay Prr,adi l W'sgn oT At,ritb the Cooya.ebg Ageary,or ood a ropy of the appro,d fors hen Inner submitted the mumste will Are be paid. 2 A,the FAgieerr,aanptaW.arµrrtmay. 1-07.9(71 Su h roar of ar Ao0 d •AffWe,r,of Wage. P.W.• pD ion,hlAnufanuerrs,and Fabrication Stow LAI torn Dumb,_F Seetwn 1-07.9 dwribn the p,er."S weg, 7,-11. he r;d,ran Fm.l nquinmenU of RCN'39.12 for the to o n Wen titled] net r Cemfa u, The ComncUn/ 148.1 m C4ow.rwr, ,d ue . an Agency Under era releue w ,he 10 unutnr My lid. ou6ro°uat4rr. and qmb b ,aauW under RCW 60.2g 010 until all of Nr subrootsxbn. Tat W nhsngtoa Sue,DeparTmmt of I.hor •Af6d.da 01 W' and ledusytn (Suet, LAI) peemu4.W ratan b WA( :9► ago bed'bmm 4yL�p on�m7d y37 Wr deflon•(eawrcwr•b Include III uy fAbrkawr or been ,m, h1 and a men ha y e d f h.ve hero auhmwrd by the EML en, meaforiurer that Pnducn nonsuesdad been 6PsIfa.1y The CoOu IAr haL be fw a public wwh, prntjb, and (2)rployms that, marred fe.s. from uy aI-and for L- •il meusnon or nban.troa9rn for the parpnoo of the ' 1 f Pnaducrioe .dour "' 1, r*U of mtmah Ito• WOUc torts I^eddmon. a Prune Contnnor sluU auburn . •Rryuen puu�mCoubrol Par h. b the lermr W N'AC 196'27-0U. T►e for 10)T•w gc Dep.nme I of Labor and Idu.ex,lSsuun (:oovretar sO.0 mature WI any tlrs (Supplier, I O1.10) Thal agen:Y pry Wtda U.form hLNufstunr,or Fabratlor)Wr faW ads the pm,bi0b Cerit p.Ynll. art aired of RCN 39.I2 rely by rint., of the new defaittoo of Conenews w 'W w be auhmiaod by the 'Coetrrrbr• a WA(' 2WIV-010, Dsflsith. for Cbspw Ne Engurnr. for he Conencwr and all aubconntt0n or W a, on W Federal aid pmjccu and.when Pag,SP-.'7 Redtsson Date: Aprl 25. 1993 J �J A gggA Jq f a � j �•.g s`�F g2 �� Y!$ E� _ gg � _ � 3 �Ey � e.c $ SSs553e G� 5L5.� ;1 �� ' � Pc a e � @ 3 € 5 � B € �E 6 ➢052 b: : e@ � :� I E �� rS • �_�c �� `� E - ! ge �8.��s • � � s� � ts $ .1�' � �� g� i � � ..�� i� gg~ eE$ ns �rr - s8 gg� Y5 $ ? Zs€- - a�; E � siiRs3S � » a9a8 Al � Io y .e - R a3 . o • pe� gc � 53gay - � � �£ Y � r� s� d � g � - 5y'�F�� ; q�s 6 `ogf .s? Ee1L- BdEo7t� .€ :',5L23a�3 '� ey I s i3 ag 9 B @ e9 e • � ! a ? 6 _• gg YPv : [2 E9a r P gg .Sy � g�9 : nE` gx' s y 6� ; 3 . .c C 7l 9 a S 3 � dyc4 [iy E DS - @'� g Y si i . ' au9Q .� [ e 7 •*J �'i E99 gam • tE .P2 -� � g ££� g e �7Y 9 l4a� o9� eke a T� p9 - ..9'•.3 � 9Y I� � jF p, E;, .p.pqq 3� � E�' � � g' c g@ �737 �P..:SZ �Gg9 p Eo �rF � R= a � ESSa R�3E ■ gg . any a q88 E- 3 « . � 3 l Li'� e:71�sE3 e` �`u F� a @ge.!ja 0 � 2 fE@a4�5 �2$ �9p832 gi s .�. I ien'ri.�iYe ��'F`4 �YQ B;�ks� i. . `:[.�L o ; s a w 4 nG11 • - 0 .3s r a 3 E -� i k .err rw t r F t 147 L O&I Redatitn sad Retpmribitities to the Public 1-07Lgd Matlom and Rtsporuibilitia to the Public the tnmf.w ppouuasbip eeguuuron mun kppraxicwfup aPsmenl W sot been tyulened W t Wecmpny JK envobe RsuMureenw.t for epp..sd by the Seeu Apprstitshlp Conned shad W 1 apprenticeship trenmg o.uray pr+x to approver, of co.udeJd w tie a fully quhfed pineylsn. an i. the Ong pope.will be aWtad if the Contractor therefor,mall be prod a the pe.."a burly role for verMlly nobs the E.n/nz of onto occurrence au the juurney.w Yore the aW. . wlnn•eu o ovA Thu rtmuburearneu WW be male wen thrush thr 147.11(10)8 Required Raterd ford RNantion Contredor rtorw ddinunol aunrns rrogem hods All tsord[ must be remnod br a period of dirt ywn five,other...povidd ew h other worries do not followlns completion of the wined over,ed JbW or avukbk spectd.11) prohibit the Conmgor hem rtenins u ..bk turns end pkm for kt,poruen by eumorwd 1 other reunbureesrst Rei.bunesncol no the Coneecwr nproruluµves or the Suu Derr unit of Trwpenunn,and w for odriv rrsmas rndaud above nos) only be made Federal Lod prvjocu,the Federal Rtshway Ad.uwveewn When tM Cee edor does one or go'.of the fudowns On Fadenlad wntncu only,the CtWnaor/Slduonuscur and the traitwe are M.,rrmtly empbyd w • sail auhnn b the PM W Env.w eaatW region fur ouh Fakrel aW project wrllnb-✓ee to the cost of the month of July for the duration of isle prayed The repun nua tnmmS pnvidt the uuuudfon w the mire",er "", oul the Meet.'of a tronty,...ssd!rwomuwM) Pout thc in..'a S. dams the oRuv betndaS prod red A soul of only nicer hundred bun of Remy end'or by the en cut iorintly wpsed o ewA ovA he cuun on Fom br the 1 by A cox\ Thu dafumup ern u u Dec rePt'nod ai Form vaffi' control tiannS Will he redmhund for nor, PR U91 DY Ausust B-H Me Lodieid..il eegudlm of the sedative of pcojtu All Contndonr5ulwntndon Mvng eeruruces of SJO,MO ovArd w as onabe-job ton.. Is addkion, a or noon nut an C.,celµng Apwy or Federally funded slsll uawer oppreolke, ryardlna of.11, twit here rubme s copy of the Ofri. of Federal r ompl, n IOFCCPI ovrked an the prevent for at lent y0 bun to be form CC 237 µ the Pr^yect Engineer by the fifth or the mint #11ii for nimbunemeat. dun,the tom If the contract a Crmpbon:r - fur ptment will be rude in the FeebI,, w J,hmu 0r rr etrd. C�mim�Wf �t e,Or,Ne kdun N nVlde dN Ir41 9 m m by d1rV de dC'IJ p rtqu gory rwsb.a de�.rAAdduS oJprynu arwwr pyvw NNth`. or the failure ,a bin the tiered as e pumey.a,u.usd by'M Contndrr ed evdet. 147.U(1) (;"Kra) a Lock of So..d kith on he gin of the Comndar or All Work wu• urn J for the wrered,ncluduls coy.harp mooting the raquuemeru of the usuung .vision It a order cork,&MO It u Lou wk nek of the Conuenter wul the -M-11)eapectd that a tremee will begun tnnns m, court iIftruo c his been one pIOW u dwrrrunad by the he p.)m a oven se f saalbk after wn of A. EnSuuer,et. d in u M,,id this section LW n uWums the skvlvend n.a o end tin the pro n ject .sssder�geed .ens u Moms opportunities ewes in the war\ Wuficawn or until the compldwn of the tnmms program It a not requusd that sO usnts be on Dowd for the wtue kn&of Lou owtnet A Contredor Will III I, AIL bite fulfdled the responsibNtuu under Nu Mining prowan if the Coruna., ha provdd aceepahk I IN I LA II itral applowlibot Is tnmms w the number of inlneH epa Old and Mo mmpbd Wnh the moons hrun mulyned The number "tried mill be ddermltd on the but, of tM wul number .rolled an the contred for a urifceett pad. The ~k shall be ceder the eaautsnr's swparik 7 Well.Regressµ .- Treonore will be pd u Ito the care and charge. Tie teavttnr eWl boa I less rid eppbcabk rein[ or wife reogrtmwnc shown In the dadaye wMuneeer sod froda Whahserer sower,mepl due appmetues up weed publuhd by Lou WahuPon clued wWy by the ad of the Cos.adJog A4Wy rohkh soy Sues Deprtmelt of lot a and Idustnt In the went o.ur no or u the work derlog the fag ksom of the state. Nu ro Morins prommn lum hem by the Ir any such Jose t do"#oetun.at asWfdw ew Dcym,nmt of Labor set, redusuit,the I..t dull booeedLotdy adake pod Loy mis Ir w du LW,ad Is l►s be pot in moodsnee with the provkiona r! RCW wind or the eeetra[W edsLog W Kkedy w de w,tar 39 17 M 1 Which rends u foWw CuvttN{Agot7 nay,ILoelf t by do mpkysom of saw Apprentice workmen"loyal upon public oohs otba perm,nuke good aq sud sou w dsdaye.W the prolocte for be. w appraxismu, agrtaustt Mm sea ssd wpeon or so drily a►ed be ers"A M the be. .siow d ad spprovd wah the Suv moetYor. Apprenticeship Cauncd pursuant w RCW an Oa, mun Durres saferoreble Wcathe, and other teodidou, tie be pot u bin Lou prrvsihy hourly M. for w wanenor shad punt pall such pnrtnw of W ovre u I apprentice of Out trade Any workman for whI nn on shall put be dam[bed thereby Page-SP.19 p,. n.... .. ..... .._�,. .rent J i a; { 5 0 �3g : a SfYo n55C � : .6 is e.A o ■■■ 3 5 c ° co °gcg c p y fg Is E gLit slS � ? a Sp38pg¢ sE Ytz ads ��_ EE (gy¢ � 8 �p365 �.i. ' L u 9gfk� t g r� K6g z � a z � g3>A3y$ s yE9 Egg ' ° ! Q Yy�g7 g33 �} �ea3Y .:. �1 k , '� � � � S a � ° � 7 1C3 i,P [ � eX e` g 9 ��(Q� �.� � 9 � f�` E � $ .c�i•�� i� ��y� � 5 9 :f j � �+g 9 S � o. Y c� g �Y � U 3 7 � E • 5 � 5 y 6 0 J5a. a ° 4 < 7 s .st 3��` oEt 8r5 ?2 le '� ?i '��' � � � � Y i' � �C `2 g 3 a �J I a � � �e 5c; =s�aa � i C 9 4 iilll 3 a _ M t I . 3fl flNl : Pad ' i � lyb s p a 5 3 ° f 0 $ 2 , $' $ a 332S3i9 £y a - a23:.�.mv £INa iiS 3s�� j _ fa pp 9a� . 3� • qi= a �� y �3 � �� 5tl�i�g"ASS ad i Y a8; fea SSE &9J' e.'G e : 99 ° a? $ n��aRYa � abg � ga � .7.� s: e ' a � ��.9 i e�• 52 e�ag a �� si i�Ul ;'€B �� 9�� t'- � C3 $ ��yy ■ Y t �l � a fr08 9b e�<�� .< g °,� �Yp' p E '-� ��y p � �3 � �� $ eea�"�$iEiGs° 8 +5 ®E�d :�� Bia�a 3 5B '7 tl3 bd�'6ii �crE °° 888 � 6 $ s �, 41 is ' �� '' g� �`� �� s � a � a� E� a �i� • $ ! � Y xS ? gg� ° --Stl � T�� ? s `3� c " ' a8p i.o889 Y 8 � &u° u° a s # s E 'gss ga s1a�3sy s $ s3r : 2y 5 _ 'l ..6 N5-y 9 �ss8yY < )im83` �� 5 .ssz .. � C� � o $ s'Q � a� -o � se �'�t z-neg - r ye8ay2lts yy gg @ C -tlr? S y E US E u7 E E + is etwo on M M - i 4_ 6 i ItJ� K( 40 as LEA 09 d w F-1 tm roil 7 9 `-V� s 7 `L ? 3� B o .N Y j I ? ra e ��8$ r e r ' ` e k �� a9Y E'.3 all ir , �s ��59a �� Y�-• ��$e j �agigib�$ t� IL x`� 5 `2Sa5 �.; �� sT � �� — }1�1YaJ� $� � ?�.a5cq o`al5u° �a a3 chi 81 :1 he g S ' S$ ea $3 F • 8 ee a ° np °� �' 7eLd 3 oXE 'app a q8 'bu 7X as 539 7a3 ia�d y � .. 7 � 8? saQ v0 _`� 06' �•. 8. '�' eggs gCi � 9 a ° 8�q� � � QE ' ar 'a�p9�8� . ! sj y Fs � �a�� ..� Y9;� sElq �dY8.93. ae5'�'9 �33s6 �.� e ° �.g .�� •� � e'E - < ��9e � ■i�■ r�� }a��4@9�Y�E5 $�_? CoB'. $. �j'� `ava � .E'BB�J-fig C6� � e`'° 3879�yaa gg3oJ2 �yg_y�.v: B� Yg ,.�.5 gal oY L� ka ' � eea9 � ya� Eu21aEi i j� � Y 181i i a pCn� 9�'s�9? e.o so HisI a3va99 ZE L I I � wF' Y � Y� a 7.� rop 4- - jrm �.. c_ it @5 �� SR E6 lot i Sr ESr! ls4 . s eg . eaZ tr" lrRi ( EEErRf�ii�S� �FFt !� I $ �fi la QrE ` E�E�r py R+ �� S R J63a f :a �5[ R541� i ! �� E� rl IFE ; S � ws° �3kc eF�ggg 6a � E7�, r�aa � �iL� IL 6 v e?6 r �E i � V. r. t . # 01 ` (a� ((si�� 3`� (. p+ 73 $ S r s a rr 'Er€ $ aR & s. � 6?rPE�rr E re all 6 .^ §5 jrR.$65 ; 6t aF ig 9 �. � XSa g w a66 a y � 6 �' a Sean C =o H6 .'� F ¢cag " : sS5LL ve�ve � R`R °de�i vE' a 6• we§ �C6a ►+ �ag • R_R ��a� � €x!'' �aesR ;.EF3 oew � `_dA _�Ae$ s `3$ $ eE�� .. �3 _€ �� s� lZirr" l; IRIS. Rna$ Qa 9 E �` @ ¢• C "C '6� �r € E��_E 6 �. Rpr g- pp $e§ rEQ1Fg8 � rA 's+ 676RR6C Enaaf SS VI Us se o R a Gr a ^ 7Q75 5lssa$ $� 6@a E $ 0 $ • $ c3 °i 5a 'E a25v13s 5 a efr� k - ae ar . ersS 66 r� Ji ll �►I,E►11 �{I,CI'�r ,ll�lll�!I�I�'I� - � , a � I I I v3 � ; �,II� ,II� �. II�I�� I IE �il�ll�f, I�IIC 4- A&L., 147 Legal Relations and Respotsibilili s to the Public 1-07Legal Relations and '? ResponsibiliGn to the Public J -- bmmab d. — .A ^ awYhgiw ti . -mf-An • Yewr.w..r.�m...(euws.► «mmwmrNwww. . . F HYeri'eieWq errdaeaarnara;e iIMS P b$r+ fF AYrywirNnsaHt. f ? Pmaaarinswd - i r� pro own 0 0. bwitavFsibiYtl pag d! Fdmwu A. .$ f braaeaduadaeM-P.Is hold. w a WinK Are-,.s�dm*a a« slower b of Wild, w iwbJkrrewuNr fail,nrn . b bih- 1. b Whili r Md prspr ►aa.aaa-sF tFi papmy-Mrge-twW..0++0 opersrriaw 3 In A wan A f»mrse +� x 3 1 1-07.16p) General Ida ofe a Tar Connector Jstl not begin M begin vorl der the Coetr �. AddltisanFDJinbiar utll the requiredWurtace Wd be obbiwd and spproeN 3 by the Contracting Agexr. ]arenas,Jag provide coverage r Iwe4lf An., m the Coatraetor, a0 Subcontractors, and the Contracting b - W. Agenty. line easeraae sbsli gotect against Wims for «nwrareew. -dmrieyraR-<pmm.e„rw.�r persons]injuries,including acciddtal death,an well As claims Jyaam-m aadr for property damages wbich may ariw from any act or ombsion of the Cow.rr r or the wbecousebr, or by seyese dUwd.v or indirectly employed by edber of them. 3 Page-SP-23 Rmition Date:April 26, 1997 L _ J 1 i ! p :: y$ � E s6bQ � c egs C • �S� Z'�t. cgsx6 SA ��1' e• ,y§ : � �a4. ,J b j'69 =�.r E86e y�N;fey E �a;z dA " �a3�' Ae 2' B E�so o °g8X Aaa6Bo � P �a �e2e a' t� a Pw- 6yyE^$ A � oft � 6iL'S aP �+ p5S�Pv c-8 >' v $ !' � cre � j6 • Re tie €sue E ESb g6F �g � E " aSOe=�� g3'a ' C „eels c�' t. • �Z� e 3' v� akIr gg �Q $P8•� Ea0 � 93 0 �51a 8 � vy^• g6g�Cq' �• y �-' �w s''� �2s � �� c: zz ■ r 0 c aq p ��^ : � a' � �'c c v e 6 5 v� ge� � ^ n v�' ��9 0 • �� yC6 � B Q F Fw• �; 8. !'i cnG R' P E S2 c• "6. vR 8.w�. E°7" Ee�*E EA�'9 • ii � q c �,• � ' � 58 § § � R ,E}e v�PC;6 a sg'� �_ s�1 S � �a b @3 �$�� b � § 4 '6x66 �3gvv. Aw� §2 � g@@ zP �pleFase$ps'a5ks¢ A Fla ' g �a3 � ;� . ggg ^ 8 ! Rx � e6R $ a $ a off2: . I�E � � a - � z _ € �a�•'�E� �— R$ 8 � $ � S '3�1� 9�vE { a S E$t 6 Q or RE is o P. S vL` p yR a s c Eta iS gp . g es a 3as� _ 9 f ' 1 t � I v; s 1�7 Iimpal RtdaOar sad Rupoedbilitin to the Public 1 7Lyal Rdadom and 'r Rapomlbilitits to list Public " 1. rtprd, in W eights of W public To W many pnstbk, W (fr- Of hump W dip.) umble for use by public 3 Caruracer•hall finish meh session before MNuung wok on W traffic ad ran. 6. Smer dun with wa¢r,or Other dust pLU,,,e, .W To disrupt public mf vi u lase as qud,,,W Cowactor Fngwtnr may order. aha01 Istso.rn special p pass th Yut dhe "rk If grading wok Is on or ntm a a ..dw„y m use. W 1. perm,rot&to pis• or Bela W wok with W Mau Cosnsor Oh"finish W gads muntihatsy after rough grading "s gnsble uswnvsrtrltn or daisy, all Plane su/fseiog mutruh u W wok Protod, 2. Maim- mumOg roed,and strum W,]ie n,,,a or The Cnntmeu t•lull Wduci all operslin is b m is n any inside W P-)M I--. k.pinj deer. open •red m dropofL(• mpi lunges in roadway ekvnion)led Caposod to good,safe Wnd,ion Bt ail cares, traffic during nonworking Mum Unb• sthnwisa tpenEed in 1. Remove or rW w any ooed,ion raubug been W the Tnfhc Control Pler,dropoffs kd esnacd to Mf&during work that might Impede tnffsr or-seats B hanrd.and Wnworlwg Mura A"be proYntd as fellow• 1 Keep cvawh traffic signal Ind hsghwsy bghwg 1. Dropaffs up a 0.20 foot,unless mherwise O.'derad by systems in operate" . the work procods. !rhe W Pngmer, may rtmain tcpeae I with appropeau, ConimmIng Agency wed Wnum, W mows warob,g signs alerting m.orists of W eondiWn. - msinumoce on such system.1 2 Dropofu more thin 0.20 loot than am N W raveled To protest W rights of abumng proPesy owme., W aay or aux"ry kra will red be aWp and tints. Contrasoe IEIIf protected with IPPropriste wnnung signs and Nrihm 1. Condwt the Wnnruction so Wt the least Protected a ind.t011 N Sb or yc below irconvni — u pouible is Huard m abusing 3. Dmpuffs more than 0.20 lost,bin W mom than 0.So progny.ease., fora% WI art not within W tnvtlel wy aluol be 2. Mab,ain ready aec.a in dnvmays. Muses. and protscmd umh IppmprAw wmtng signs and fuller buildings along W eat of work, pretested by laving one of W following 2. Provide temgesr) Ipproschoa a emuing er •. A edge of WmpBc.d mbk matsrisl ptsced w I NYraecting road-Id karp these approaches in g.wa slop III I or 0•uer eod,iian,Ind b CharYehring devc. fTVF. 1 barnndu, pWte 1. Provide Brother auest before closing an ea.twg one Isfety dru ms,or other davkea 36 inch.or more wherYver the conlns raW for mmovmg Ind mptscing in Might)ptsced along W traffic ode of W drop- an sbutwg ewru•'a Ices. off Id a new edge of pavement amp.placed S. The WOU"Wr sball be rmpeuible for Woteolling mbwnum of 7 fast from W dropoff The dust and mud within the project fimila and on ant maximum egcing betwOen the de,.7.in fin.,all SUM wbch is utMud by his equipment for the be twice the posted speed In MPH pavement duration of the pmj.t. Ile Wovasor shall be dropmff when,sip.shall be placed N advince prepsrd so age watering trucks, power sweq , W throughout W dmpeff ueamBel. and other Pieces of equiv-.1 as deemed sesems•r. c. Temgn:y eorerarc Weier or other approved S by the eng1 a.uki cresting a ouis.wt' harrier installed on de tuffs aide of the dmp.off Dust W- -A Wntrol chap be considered a, wth 1 foot Ern mn The dmpeff Id W hack of buideml to the project,Bad W mmpenvsiion will the banner Id• new Be edge of gvemem tang be made for this ItioO. minwnum of 2 feet from W fain of W olmcr M -- Complaints of dust,mud or uuafe practices Ind'Ir IPprovd tarminll, hrc,or isnget ucenutor wed Property damage w Pricaa Tmiambip will be be required It Nc begirming of W canon For vw Ali trsmmisted an the Wntrasler Ind prompt action In night use, t t Mcser g ofall Mve standFor eorrat 04 them will be required by the Wwtrlelor, night Luse such b pat, nlla o1 a 4 ou Ora Men toffs mull pus Wough grading areas, the make.,or wunNg lights. Contnce.shall. 1. Dro"f i more dun 0 SO foo,not witty the tnvaled 1. Make outs Ind frOB WI pmvide I reasonably.month, way or auadiary We shall be promcmd wvh Ov.rodbd, appropriate wining signs ad furdsr protected u ... 2 plan,in dvanea of dher trading wok,enough fill II indi a W in U. Sb, or Sc if all of W following all cuNem Ind bndges to perm,t.tfs on eau, Wndi000,see Best S Make ro ul cull and fled if ordered by Ne I. The droll is lea,than 2 post. Eogoser, th pared)w lift, sYruwg bft from b. The lotal]Begin th/eugMm W p n ct is kin Nan l Bide a side to perms"fret On pus on W sde oppo.ar 1 mile. U.wok' c TM dropaff do on,rwrwn for more Wn throe! lom0 rulvem On half rht width Of W tsavekel say, wo,king days. keying the edwr half Open w toffs and unobswcatd d. The dre"If k no,pmou On W) Of n.holdayt used We lint half Y lady for art, baud m Section IOW S.Ind S Afkr rough grading or placing any subsequent layers e. The dro"If is only on one ssde of W rodway. I Prep. W final roadbed to • smooth, even mr6cr Paper-SP 17 IRevision Data.April 26. IM J 1.07 IAgaf Relation End Responsibilities to the Public 147Legt1 Relation sand Raponsibilities to the Public 3 Dmp-offs..thin 0.10 font thu we tat whin des 6. Removing existing eight as specified or a directed by uavdd coy or uaihiry lane ad art tali ouurwi•. the engineer and deSterim{ b the City Shop or h onvam l by No. K Kbovt sM0 be pOtecud wW sbrieg and re-Wulfins ea dk*"W by the E-g;UK r. 1 appmpruu wring sign. and further ptomcled a 7. Preparing a tr•Ifc wistrol plies for the proles and t usdtcawd.3.or 3c. designating the pews,responsible for traffic control 1 6. Open tmraMv wham d,c traveled coy or ausdmry line at the trusts site. The traffic control plan shs0 l .hid hive s deel-plam cover plied and.1bored o+m Include dexriptbu of the traffic control methods them A wmd{c of unable Material, if nquud, shill and duke to be wed by the prime eWtradar,and be placed for s smooth trwutron betvwtn the p,omcm I,bwQuaeu,,shall be submitted m air before the ji. and the duel psu Waring egru.Mil be wd W afcrt pr®wcrntimv confareare,iced A"be subjM w -. h sr,tormu of the proems of thc vusl Plata re+kve and approval of the Engines. The Contractor shall be responsible for omvWmS adequdt g. Contacting police.Me,911,and ambulaxe t ka mfegwrds. safety deviose,pmucuve equipment, ad any Other m varay than in advance of say mmrk that will nailed am,,,w Iry siv the Use.health,ad safety of the eublic, affect end traveled portion of a road" ad to promd property in connection with the perfore ence of We 9. Auwing that all travelled pwdor of aMdweJ1 lire work coveted by the onnurad Thc Unuictor,shill perform any open to traffic during peak tMf lc peiodt,6>0 a.m. '1 mea.um or Know du Eng..may dorm wttKaary W preset to L30 a.m.. and 3:00 p.m. on 6:00 p.m., or u du public W property. Tm imponsibWsy cod expense to sWwd to the spai.l pro iskms,or in directed by pmvide dw protcotion shall be the Contractor's settle that the Engineer. width u to be furwhd by the Contracting Agency as spmfid 10. Promptly sabering or rnvaiAg W saoup;kable to other sarWrl of these Specifseatro,u. signs during pulp&.bon they sae nth seeded If w bid is.'Traffic Contrl'appear to the propoyl 1-07.2T(3) F7 Uing,Sigsn,sand All Other Traffic than all work required by Thee eeetiou ..ill cohtidnd 6 Control Devices incidental and their coat sM0 be ihtludd to the other it,. -. of work. 1.07.23(3)A Gen" if she Engineer requooa d.CoMnaor W fumah sddn,cm) The Comram, .40 pmvide flaggen, sign.. and other cMrmdksnl devtwa, Income of equipment, or verv,cta which traffic wnwl devoa not odwe c spenfad as bring fumshd mould not he mwily,tanscip to l by a prudrnt cooedor for the by the Contracting Agency The Contneto, .hall erect and mKWteun a and proun son of traffic,dun a trees neon or same mdnu,o all wn ttv u n sign.,corning signs.ddeur tiSm.sod may De established to ply for such ism. FvMer Itmtutiow far other soft control devkee neaes.0 to vvar land protect du onnsidention of payment kr Neat man• are,shut they ice not public at all lima form injury or duw{c u a result of the covered by other pay pave in she bid proposal. they art not Contractor's opentrow which may wcur on highwy.,roads.or aprcifud m the Special Ism,.... u kaiddMl, and she surd+. No weak shall be dew on or adj.oem to We rmdw.y s cumusbvc cod for the usa of each u,dividual ehin,clking until all wensary.,V.and tnfbc control devices son in platy device.!ow.of rgpiprunt,or vcr tw moat sacred S'W ia total Nhen the b,d proposal mcludcs m gem for 'lAaam K wet for the duration of duu need. In the went of dsputr..the eFTnffa Control.- she vrork required for this Enlmear will ddrrune *.,u wuWy s oscipwd by.pmdrm as.sMU be. nomractor The wit for that haw will be by agred pntt. 1. Furnuhmg and mainuwng wroades, duhcn, and prior tatabWhd by the Engm.,. or by fora sowom other chiw,elkauon devkta,unless a pry arm u m tort Addirowl grow requ,red u a stole of the COntrsdel a bid proposal for my Tssifr dcvia and the Special mddreasron `e traffic control plan(.) appeeml in the Prevarm, specify furwhing. trainurnln{, and word ual overd by the pmwsow in Out paragraph. pyre,:m a ddfevwt transit,for that dcvkc. If Lk too, of all the work uder the Cocos.,ku.." 1. Fumshm{mprviaory penowul for W trafya cnr m, or decreases by more Wan 25 ps mar, an eq--bk dlumnen, labor. will be,consocrd for membew-ef 3. Fumshing any nereesary, ver clos) to as up and Tnffu ConWl'to dean.the teneaea or decrease. remove the Class.B con.truenon egg..and other traffic Upon fame. of We Contractor W immediately pmvide coot!dev,w,, 6."ers. erect. maintain,and resnovr ages, or porvtdc,trod. a. FurtwhWg labor ad vehicles for ptrolnng and m{moo,ad remove other lost&wmrol devita eta,ordered matnuwng th poems,.W of the condrmboo.lira.and to do so by the Engine,the Conunctin{Agency my,wlhou, the tnffu control devsere.Unitas a pry stem is in the dtrdur Mkt to du Connector or the Surety,perform any of the �,• t bet proposal to.p.,(.Uy pry for due work,and above sod dd,ut W of the cod, from the Contramr's - ' Furnslung labor. m ueml, and ;wpment wastary F-r—te for cleaning up, removing, sad rcplacin/ of the The Cooado,shall be,eaporu,Lk for providing adego.0 conatmcuon sign. and the VaRc eomwl dwrra aag,.. up., W other traffic control drvswe for the datmyd or demagd duml We hfe of she pmyw pa lion of the tart and the public at W times mpNb.of .. w r o, oat the 0.j{cn. upu. and Other souk Control devues are urdmd by the Eng., Nrwhd by the Page-SP-28 Revision Days:April 76, 19,93 .. J J .. . i' 147 Lgal Rd86ow and Raponsibilitla to the Public 1-07Msegal Motions and 1 ^9 Respore ibilitiee to the Public ' Contracting Agency,or paid for by the CanuActinY Agency.The Ttse hour eLgitle for'Traffic Contra]labor'will be those Conn.ctsr ohall be table for inluew od damages to persons boon actually used Icr Use pnvloesly described wort.The labor d t and property suffered by mason of she Contractor opers6on,or to perform the work fnr-Maimoutsce and protection of Traffic' any r,litana to connection therewith is specifc'Wy excluded from No work i-07.23(3)C TraRt Control Plans 1-07.23(3)F Construction Signs The wffic control plan or plane Appearing th the contract AU We required by Ne approved traffic annual plants)as plans show . method of harrdwg wolf, The Cantractor .hall well us any other appmpsea sign prewtibed by the Engineer des tom,and adopt in writing the ape lf,traffic control plan or will be furnished by the fsau..ws Agwry Coetrator The plans required for New method of perfomting the work. If the Contractor shall sect them on pow or supperu And maintain . ..�.,. a.,- Contnetor'a methods differ bon the convict tnlfic control than in • clan, Isar, ed presentable codmon until the pistils).the Contractor shall propose modilsomon of the traffic ..it, for Nam has--M All mmppliceble sips. shall be '�.. control plan(.)by showing the necessary oorawetion sign and removed or covered with either need or plywood during periods other treffe conuel dcvicu required for the project. The when they are not needed.When it..seed for my of Uwe sign. Contractors kwr daigmting aM adopting the spwJrt rife has maid,the Contractor.upon approval of the Pngima r OAU control plan(si or my prepared modified plan(.) ehW be take down Uwe signs,poste,of suppose. All pow or.uMm wbmimed to the Enginar for opprov.l at ksm sets-wlAn .e d two shelf be removed from the proct jo And shall remain the property working days inedvm"of the lma the signs and other traffic of the Conractor.The Contracting Agency-furnished signs.hull con ma re trol dev will be quired. Thetw mmtar .ball be Is, mounted to the Engawt in good condition. All.wh sign. so poosible for assuring that traffc mom! 6 inea!wd and lost,domugad,or destroyed.hall be mpkW by to Contractor maintained in conformance W established standards. The N kind at the Contractor a expense or their value will be motr.cbr shall motiouowly enluate the Discretion of the deduced from the Can"=,'.payments traffic control plan rod take prompt action m mrrat say Cannruction sign.will be divided Am two ass. Class A n psibkme that bmnme trident during operation. construwon signs Am Now Lgm thet re"wn in viola throughout the construction or during a molar phase of the work. E 1-07.23ME Tr>Rc Control labor They an mowed on past, oalating lized "mcaume, or The Contractor shut fumah W personnel for flagging and s.batenaah supports of a .-permumt rerun. Class B for the soup and removal of all temporary traffic mmrel devices con.wction sign.me those$so. that ire placed and removed end construction signs necessary a control traffic dunes[ daily.or an used for short duntsom which my ever)for arc conswcuon openuom. Flatten shell have a current or mom days The) ate - coed on parable or temporary ce tifiarion(flagging card)from she Sat Department of tabor mounting. If 9 0 nwcesa: w add wmight a the signs for and hWusuie.(WAC 296-155 305).Employees of the Con:nctor m iboy,only a bag of oAd that w,, mpwm on impose shall be eng.ged a 0otym8 or traffic comrol shill war reflective vats used. The bag of used .lull heve . maximum weigh: of sit hard hots The vats And hard hot ohall be moimairim civ the 10 puuMa and IMU be suspended no mom than 1 final Item the Contncor or . n<a, claim, and presentsble mndnion—qf ground.In the event of disputes,the Engirecr will determine if a construction sign is consrderad as a Class A or B contraction Ns-sea--Up, a planar of So sign Khan Class A or B constnatson signs ire requmed. the sea-k to provide these signs shot be 1 Fumulung, removing, and disposing of 1M pow or mppase for the signs. My inch appal or 2. Initial scquuirion from the Engimer And altims4 ream equipment which o necessary or dainbhe to protect workem to the Engles., of the required Contracting Agency ani in other activities will be the Conuwtor's responsibility fumuhd signs, When the bid proposal melds an am to,'Traffic Coneml 3. 1nkla1 Nmtabco and ob" es,removal of both Class Labor.'the work covered by this ken shell he Leaned to the A and B construction sips. labor sequoed for Gagging sit for Milling the Class B a. Fumuhing labor and materials for maintsang the connruction signs .M other temporary traffic control devices sign.in.Akan and promotable eodkion W only for 3. All other incidental n ry for peovtlag CWs A or 1. Se up and removal on the eke of the work. B con"rvwon upse somrding to the approved traffic 2. Red u.n to Ad from tenponry "orate, provided dune of plan(. . Nit the temporary storage o on, or nasonsbhy war mmugh o be considerte.the an of work.AN gsintB 3. Relo.ton an she tit of work.provided that.the nmw location, am N Aceerdlei with the contract plans .ppmvm traffic so."I plan. or the orders of the , Entaar Page-Sp-29 Revision Dote. April 26, 1993 t I t `21 , r - I-07 Lagal Rdatiom and Rapmnibilitia to*A f4blic ■ 1-07Lga1 Relations and ■ Raporuibilkics to the Public Tire Coennotrr ahau be emyonsibk for promotion of arc wh and of _ a.air nma rtpdaa of Hamm&and pilot ur Se". fur.uhed by the Coming Aar y W me aaAa acw for me wit m vde AL Contnnor eMu be liable for damages and injum rtd by pro Sono,-Y<oruWetion ,i[n, rtuon of the Comncnr', operation, or ,ray nr[Z.O. in Mall h included N me una contnn pnu for the�,rous oNer woreelion Nemr'nh aems of the wrt m the bid propoul,a be iardudd in'Traffic Cw Lump Sum 1-07.2I(5) Meadurmtmt and Payment for Traffic Sip"thepow,or emn,w -an bra.nnkn.denmyd,or Control ..which the Engurar dome m M unea5rabk,whine Neu u.u � . raquud on the pmjw -hall be replaced by me Concur it 1-07.2J(S)A GmCfl w,a whout addatnl con., .ion N When the bid p opoul dos A mcfude an Aem for any 1-07.23(4) Unit WSY Piloled Traffic Control nOCte'ory ruff' nonwl, au row kr o-.flic control Stull be Through Comtinction Zone mcfudd. by me Contractor, in it. unit cone, prior for the The conam"OtOOn wmelimm marrow-me'aenu of wrt in me bid pr.NW TAB Commacmr eequvv Nat tnR of ihall aninum mm,coati b„ed on me Contranor'a commenplatd m .,it u on, e..y of the madreo during th Pontoon; , wh pmcedurt:Nr wh wing owwy pitmd tnRc control If Nis Um ram, the Connors opem,mn shall be wnr.W to ".half^ me When ruff-control aema ant includd or me bid pmpuul, .. Md— ,pemrommg tnfrn en the Omer half.If,m Nit op...of Rymm�t u limited to the fouoring am., rho Engteer.one,wy pilotW tnRr control u auhe I Tb'norm,coma rucuan am under coact and for a be pmvded for m one of me fOW,ong mannen. ry.a atiu dumnu inia1Wc Nit urinal canon[ ,ign, If I. few.e,n.R4r— begmnmg of the pmjee, and the ad of eonenucuon fa,a.... ugn "wring myna for Side nods on the appmvd �.a,... traffic control Plan, art aW meloded. If the pm'w comutr oftwo el nrom f cUen'.the limes will apply to -. each aaxroo individually ,raruuryfiaraa-ay,. 2 A demur rmvdd in the plan or appmvd br um Engiewer for by-pusing all or wy portion or the com o,cmn,urapaen'of wheaha or as the mnnNl Of the deour art whin to,Atom of the.name, rpaesl..br,., 5. The initial point Of an"to or cmumg of the Pubh: G- aneq. . nod synerm from Contncting Agency-funuhc! Car Ca „eF gaany�pit,honor,or won,.,or from Contracting Cay.arr�.-(.rushed One-W'ay ALW,d TcOfKc Cove-r Agency-fumuhd haul mad,among the.aae,.rhea 7be Contractor,hall fomah me pdot inns)nod dmewl fer IMA me lane Or above me pda car control arm Any .,,try flaggen KaU be No RYmem wiu be made to me Comm emr for maf6, furnuAed by me CorancWe-- °ontml 'em' mquued in "ne"ion rim the movement of equipment or the hau]ing of mamrtak Mande tM Loniu of 1. 2. When me bd pmpoa occludes an imm for'Contncmr a"d 5 above Pd-td Traffic Control,'nm.en}an(ad The provunom of Section I-W 6 rill not apply m u,y traffic u mvtdd N RYrnent rdl h entmul or traffic control aema No P Salon pnial d(5). rev.,the amnidameuwerar Mien Nit t:d pmpoul dos rap a,cldc aucA u itom mt�i4arenatt-ehTnffio Cooirol' wi11 be con'ideeed for an and me Engmecr dams a appmpmw w conuul traffic to tal."b4 ad)onmem Only,M,n me total conm putt im aeu Nu manner,the method of eakularing payment wall be the or deamom by mom man 25 pemenr acme u pmvdW an Saloon 1.07.J(5) for -C- Omrcwr [,he meuueement aW Ryment for me it.included on me f Puetai Tn 4 C4adml' after the bid prop^.]for raft.cora w and w l oorouthu me moor of quanury for dot tom be made d 3 above will to the Connor by me t" uxd,Nc quantsy an N,Did pmpo.al 1, 2. a Aa comimcm, Conrncung Agency u d.cribd below or u dneribd to of Ream, the a,Contractor co ahau, m , it and be Spain pmvuion'. ucA day.kayo me wh are,n ,aft cod,ttn ttit n inn be r traveled whout damsgc wet,wahom danger to"Mc, ad whom^noway Pilo- 'Irr>onl Tn.EngNaa rill be I-07.73(5)B Mmttn®rot the wk jdgc u to whither. n ,sAmg an be dupmwd,rain 1. No apailic unit of mmaummano will apply to the lump after",Losboon. If g mot [ sum item of plain la woad or wrkin yawn ffic duc to ratkc'nua or ark at m on Nit put of Nit COnvVm in ,outrol properly codiuon tAc wh N the and of the day,such pihwg bMr'a-aanael«ilMebyyAwMsaF(ar warn ahau be borne by the Conuscwr If me Cononng Agency war+enueFenaa- is f nowhing me P feting,me now eMrgd to the Como cwn nod umlode the infer c,r.the Pdm ear dnvcr,and me few flaggcn Page-SP-30 Rmisian Dam:April 26, 1"3 147 Legal ReL tiom and Rapomibiliva w the Public 147Legal Rabbarta mid Responsibilities to the Public ^ } oil of Is _ 14 Mmadw wmw It G �.. Mraidaee�# 11 �1 �weNy�Yr-WewlMnMrea �fie2M is 147.23(5)C Payment 1. 'a{aaw.rmeeerdAeraYewKTsl6c Cnatrol,'jump sum 8 a The jump sum conusa price shall be full pay for - all mau nor covered by oNer,specific pay iserns N the bid proposal for fumuhmg uuu, n&,mamisinina,and so Min W, mmovina sod ee ie c de by rr Eri by Nc � wnuact and u directed Or rd Enginmr e maformaau s.Yb aaepted wad.rd+ud ju such s ad fi A by auvaer b to iaaAi, ufey. ud minimise ffi disruption and lamaemieoee se the public.. Pmgreas Payrnrnt for the jump um arm -?yaaas. "-TnRic Control' wkU be made as follows. s NTcn Ne NiUal wrwig sigm for Nc beginning of e4we. esdsel Nc pmjW and Ne ena of oonawctga sipu art uWslled W sppmo od by the Engineer,71 Pe rl of the amount bid for Na e an willb psi. 9 tilt'-wb fisltad b. Paymerd for the remsuting 70 percent of Ne smoom WE for the iwn WW he Psid on s prorsud btu N acco,dsove h t b he W job progrew a d9�fr rvb dou muwd by progress ps)runb. �6e�be�-�bee�-NuM-M"ebe swiss-sao-leow servdrr.( N,l .1 p 4eo s(FewareFlsber �' sY-ladwe-aha� order:---fill `6ensuaauo^'grgnr'Gwe 0 he a F7w1 - - `MRs~of nee yh-�aaatily Fewwtlt Fgrn�-red-iaMiea-FY�i31iyFwe'irwg-iwir 1 1 I Page-SPJI Rovutm Date: April 26,1991 J lee PrOMUCeet and Prygteo 1ee Prosecution and Prpgrim , seeasary Prmib beer boys obtained nc, . Mau. th.1 the ra = the we of a 147.21 utkr r ril teca.T of u peop,rry hu been IIignn of Way J Iera=pu.he, it qer®mt I u b. .err the prttl rumba, adds. arW y" d -igeamvr. Written relarn ehatl he filed"M the FMdoaa prior m Ameprae,e. 147.26 F4rsaoal Liability of Public Once, ' beat. Ih Coe y Gro1°r7+tar Entru or"mtr�� keK Sty d right of wen gee., Sure-Kull be other ofeeer or m.pmyer of the 1 lima"of wammU,and umfU Pn'oauy batik for my eM or f yC to au m of eoaetrartbo Peemht Will be Indicated oa mr Dn oon0acnon wU. the mnmrd, 0 beiot uMrret000 mU The C..atretbr't mntrurtbo KUeyaa rhea be wtWV. �ncn' men Kt1^t Kkly u - Whhio there uml", "kill • mnf,., Agency prrr gear•. rf the Cnolraetk.g PMPaey Am=.it,. r*angemenb for nu of prirue 6meat"' the C-ty-tiR Agency WW bare oM.Ined, 1-07.21 Now-ire or State'. prior m bid opeaiog,atl rfgb"of.r Legal Righ" ' 14 0"1 and t® 7 and a-Kmeno, from Te Ca - ra=pkr00 of the Wiry' naeuery for 4rryIng out me o"Ppod b my o Agency r -bafi mt be prKluded or Work. -.Potty to thu will y . ora•uranem, agmr"1 0r Knllwv medc me fAetract lYncu=m" tot'card In rit'.<r before or-der tht mmplrcon erd veuptanc of the work car b me nvacbrY -lid P-ymdd Um-for from mowing the true miaunl slut ahention by I dull blued Add,a N'hmerd erne b ins Work k also= dun<ter of or wort pMonned aid rtrudpb furnished by Ux through property omen man public. fight on or Contndor, or from -Iwwint the my each oAntrbtor enatl Ie'r:. me aytim-b,or awauremcot. airy,sod fuL'i1l ltl meaecU md.fipubmo= work or ma"rb fwv. do u unmur or cwona<dY mud,,or met the of mJ low the agreement Obtained by mr ConvKrIn Coatr lint mnforn p hot b the mntryd. 7Ty Agency from me owaey of me Ph,-U pmI e". (:o g nolWith A['orJ 6-er�-hall mi wemenl pia of m< vndd -s Inch h peKluded Or ampprG, agreemmU will D, Included fn me t Y mlh_n t,e-pm-te. or oyrofiu', horkInm or aside erauable to me CoovKr end Pytorm In K Suroul trurcw•ith, tom praetkal aril-me here Coothecbr u moo u Cuntnaor-lid me Su 1Opp`'a'sA from me J base.bmIned by me E m t°t+°r-nch d-nuga u it m.y -urbim by nc9uWh doey, meamU or right, of entry bare sot beya =rim-p f Ne�n�"Or'-future b oompay Wish the 4rnu of mr D to adreyrking, mry will be ro vied m me PYmaa!or the oodl"Imoe by oil Salary, nor my Dawiags.Te Contractor!bail ant pro<erd With non Prtkra of hens. mr be wbok or my Pan of my wh,mr my eatenyioo Of the Work In area whey,rsht of wen y Pmotrion taken by the Coal, of entry ba.e nit J•agemen4 or rgh4 fita-rrball openv u a wirer of I0Y PrUon of We mmnw<tift mi Agency the CO-tr been ncquired until m<EatIneey eerUfas b of m actor mil me rg"of-Y or ailment's neyble pruv.ded. helm reseny m my light m dam-gn here p deb thurt ghe rit-ight due of natry b his been reyaeM'if m<CpaL actor errorimuri nc tarovery 01 m ifUa, or 7 y P-q b arc Co,,,h .r A Inoryry wr�n acu of eow"oo 00 to, F" of m< the mntrad ybap mt w-nd or my bdu<h of right oKw y,Agency y m ebaInIng mrmm",rith"of entry or "byequo:d blotch 4 hem 1O be - waivey of ary other or CoobKtor wN yc nodded b eo cr cluk o of the <1 tame. The Coatractor agree that Inch CoOthim, and me brwb of ineeract. dear rbatl sot he . mcotrure th-I me unpcd of err Gatrue11" Agency fire Agency brr-by the Contradur rain b Ne CeatraeUng �h ern ey Ibatl M given 4 bun Kee,prior mlrmom by the Cor=Idor'- - t from mown caw m en rntemMU and prig,,proy the perty a "wilder ml•y onto -dv<rr<ly Aff a me or mbmnin<bn men,be IdJmvd. physic imp l"Menv Conv-aor. 7bertfon me AteaKJ Brse-r-mer Uw the COnb-ctor agree to =. WYho btOr CO-te K r shop be yap..mibk for providing. ovarharyw Agency q-Kline =M atl clrimy r(pr to i1 µ addauo-I pod end y m me Coetracuolt Agency, ley dour for ten aeyy err tin_ W, me Contractor m,y 1 pon murr.rmu. /aepauer, noras, of -08 PCOSee'nleon and Proms my Pei at or plc Coatrtnvor nay.Howe.ey,Odoye uWg my phi hoe p erg ri ,-both-adjoining me Work or nct,me 1-0lI.1 Stebcontrarting of the Pr ebatl a with the Eagperr a wrWea peyiftwi. Prem6er,IrWrit(ealie �vert• awaey, end, upon ranting me Work door by rM Metre flax me ro a000uot for m kern In Canmodor'- °Wry orgmvepon -hall Property dkturbed or amrrwb,btesfey,dp�J ley of exh m=lid poem of the m"1 orgiru3 my; of me mutrKdoa punned 006"min contract.r ,y`woo of COntr.dor cffo - -ompt=ng this Pmemtrge, bwevd, rhr be rigaM by me pray-"pro �.ymml ebatl Y ubtnd (from it. (tile,for me owaey of me P"owaey,K,opey aumorh. A�tl Contract price)aw w-v of my-nbmn mac a for t'' "c PI eU POPyhY ditbei albg m item.the mnnd dalgyura u u Of ado.been Vented to we me property and an Page SP-,r2 Revision Nor:April 26, 1"3 ` J i 1 t i F :.l d•'f nu eutioe Nod Ro(rrss 1�$ PtaMTstim Nell Flogrss Work perform d m toed We rrqu"mmb fame ME aid applicable Ddd malermasb. The CrMi,,mr -hall WT/E utilization we be emmidered speciaky Yams. promptly-•Noel let mrRlaN m tb Eyias m)ennflk4 rrcor !.' - Contractor elu0 rid ch sect cr work unless Nr ee dlaereponey which the Cm nduc may dbco,s. t f[ be on t e yprovs In Engineer Each-equine m r,Lr q chat AIN the Caeuxl W bm OMOM,but prior he the th on paw form h Fnpimer pmvidee th the 6lgurscr Iaburats. Contratlor beginning We fi«k,-pmmMNpteg,. a d4M . Uw Connector sled!prowl•goof That the ndeeemarmr but Nit* wRl be held between the C mga mpr, the Engines. .d tiprwta, miWY• and .Iugnwru thewek •equate. The suhconvamn, wWey department, gaol imbue utility Contractor dull requae each cub, nuactor to "Ll, compasim, and a.wh MR L lovrsbd paunke m may be Secoon 1-07.9 ernl b fumiW W medii'ar. and wmenum Intend, with note, plan, mid dew b 6, dUsr ad at rq..W by Nc centred award of the eaatrat- %ubequmvy,a represented"of the Along wig the requen b-oblet.U.Comaemr mh,0 mubcn, Mobacbr wed mend a weekly mfeeaee a ra,r w p-gress Ne nano of any wattsewg fume themubwmxepnr junp we to and decus may pmblem;that my be YeMrd.The time, Out m ngab Callecuvcly.Noe agents-hall not do work that plate had dew M dame weekly aeetbp aging be mabMW at exceed, 25 pet of IN cbW mmnum Mubemmadd b m We preeom mrnesba conference. C rva oat actor What a s.bbna l u ropmick for Tlw purpme of the prmoaMmw mlemm,,WW be: 00110ts— ut- apaific rtricturt or arrueturo, the following 1. To rule.the atrial propose schedule; work my be performed by agents without heing uhim to the 2. To ambush a working understanding an" the 25 percent limiutwn -action Partin associated or affeetd by the pork; 1. Futnthmg and riming of piling,or 2. To establish aid mires procedures for grog-ess 2. Funwhing cord vutmllinS oonetae rtanioreing mmi pout- payment,11"Watbs,sppmvab,submktall,me.; tensioning peel. d. To establish eormai working bun for cob weak: - ... Except for the:3 pa limn, n ronl aae aluA mat Ne cite S. To re,lew enfnr,modard,end traffic content;and requirements as sok b,aro. 6. To discuss such rwhrr related t ss m my be x.. The Engineer will, ,rove the n loc t only d sausfwd wig pertinent to the work. the proposed subcontrec..f'r.ewrd,equipotrnt,expenen,e,and The Cmwadur shag prepare and-abmk at or prior in mL ity.Approval to subcontract shall not f4 pritoneancriro medjog the folbwlyg: Relieve Lite Contractor of any ropun-ibihty On carry 1. A breakdown of cep lump sum it.; out the contract, 2. A Wt of gumpaed ahcoovettpn; 2. Relieve the ContnMr of my obbSetions or liability S. A preliminary stkedu4 of w«king drawing inch the contract and Nc Comicbr's bond, sub,nizeh;and 7. Croat my contract between tit Contracting Agency 6, A Us'a curial on.for appa,al if oppliahle. and Ne submnvactor,or Tbr taotr«tor She"eotify TTw Cin of Room at lase 69 a. Canvey to the mubwntncbr any right aCmiml tit, bnra prbr In ammariag work. The acme w""dom Connecting Agency obill be providd b all mnergmc Mrrks, by dieting 911 -- TLe Contncuna Agency will but consider at.-bcontracung feou, a phone with a Brown exchange telephone another, (1) Nunn., of and, Novel, cru-ha' abut, crushed I.S.s and the!ehool db'siet when working within a ruodwa) right. bucha core.• aggrtpt., rod, and cencruc, 4Driubd a-uni- TTw coos,ace abitt mho May proµ„, arse aruduml avel,and any olhd marcrlab sopplied by eetabkshd a6jre-t b the co n.ucdcn area, Indicating We duration and racoanamd cemmerclal plants, or (2) delivery of Nac and propaed time of Mary rkeure to Weir pmj" at ail maurul,to the work one in vthKW owned or o«ntd by tech times. plan or by tccognbed wmm m al lwukng cempanies The C-ontncbr shots certify, In the amounts paid . any /0E.1(71 Houn or Work Diacfvame., . M.mi me , or Won,. Rusin.- Enmrprisce Exec% In W me we of emergency 7 a Yl ,1 ma Straight fu w1 -On, aubcomndon or tram a the cemnd Thin appro,ed by sContractingContracting A$euty, sae normal gsbt cerii0auon ,ta0 he euprtied wilt the FuW Coned Voucher tio,e oork:og hour,for We mtr a W be my annumm n C-mr—uon an Lite-arm PeovOod by Lou Ergo oc,. $-hour period beeweem 7:00 a.m 1 6A0 p.m.m(h working If dvtausfwd wtA any part of the aubrontra,w, work, Nc de, with a maximum I-bur Mouth beak 'raw normal Engineer my requen in Parting that the cutwntrector be straight time$-hour working pen for•' y SUB be nmovd The Contractor shL mmpi. wnh chit equen at in. established at the pr<ocaurr rt4oa mh orior kV the end WW ;it ernptiy des suhcontc. or for any further work CootrrWr 00imsciog the Work. under the wntna. If a Cork veor dmiro an Pat IN week as Inal 1-0E.1(1) psermmabcti« C«Jetmtce Salur111S.Sae'-n,or Wert,740 a.m.M either 6:0$e.a. m my day. the Coauww sang apply im wrR6rg a the 71he Engineer wed furaW he Cmvhcbr with up a 5 Eughwer for permWtii m weak Milk than, pMmysinh a copies of the CoetrMt Doeme-ob, exdudiog We two rutty work Anger Than an$-bur period I mwaa 7-00 m.m. and executed copies. Additional do membe may be furnished COO p.m,its Pat required.Such MQMM SUB be submitted at upon rqust at the ear a reproduction. Prior to the Engtimr m later:bee units m the working day prior a, ooderlakbg ach Pa.y of We Work We Cootrrmr sbiti lie day for which We"ow,,,mr is recounting perotistia in - - arefu0y budy end compare We C ovad Documenb cod work. check and verify pertinent Figures sbowt therein mid a0 Page-SP-33 f j J 1 ' Id! Pr esesulion and P ogr 140 Prosecution and Progress Permssloe m work bstreess the be..of 10:00 P.M.and I by 00 now, 740 a.m.during weekdays and bmaeen the been of 10:00 Fe. and f:M a.m. on weekend. or bohdays my aM be .pw:kwawYmemem.F subject a war control roquumenn. Approval a aumiaue Notice as proud will be given after the enatraa has - wort during these hours may be revoked 0 say d me the been executed and the contract Mad sad evidence of (:netrsrter exceeds the Contracting Agrcry's sass austral insurance;have bums approved and filed aith the Cootracaq NG.Lowas or aoseplalon see received from the public or agency. 7ke Coetrec ur shed son mmm.nee the W w k U.0 adjolaing pnperty, eacem regarding the soYe Pram the the Notice W Proceed bas ben given by the Engineer. The Contractor's operation, The Costrarter sba0 have on chaise Coetraemr sha0 eommsucr construction activities on the for damage or delays should such pecmaselos be re.okd for Project She within 10 day,of the date specified to the Notice them remoons. W Yrvceed. The Weak thereafter eha0 be prosecuted Permission m wart Saturdays, Sunday., holiday, or dwilently to cempMna within the Contract Time. Other than the agreed epee Norman! straight time working - hours Monday Waugh Friday may be given tobject to 1-011.5 Time for Completion "note other mWLbm am fords by thi("bw%ieg News, err Eagieem.7'MK mnalkho a may include but art sot Waked T, f nmctor Anil complete all construct work wayw thy, W!requiring W Eo&w Or each constants as the Ealtlaes number of•working days,w-W in We special pevsna or u may deem necessary to be present daring the Work; extended by its Engum ice oaordaxe with Season 1-09 0 requiring the Coadroctor to remburse the ConwaruoZ Every any s.'working day.units a is a Noaaorking day or Agency for the cont of aslari. paid Contracting Agency an Fngtoes deter alaal unwrkab4 dal. A onoaorkisg day employem who worked during Nab times; comlderug the is defined as a Suwday,a Sunday,a day On,which an oono+ct Work performed on Saturday.and holiday as working d.n .pecihoah,.up=nd.'wrk.or oa of tbae holiday.January 1, with regard to the Contract Time;awed considering mulripk acT work shifts as multip4.orking days with respect to Contras Memorial Day,Jury a,labor Day.NOYonber lit.TuN.givog Time arm Wougb the a uhiple shifts ovur W a single lLbuu D.y,the day.0rr Thanksgiving.and Chralma.Day its day period. Msistann may include.but are our Umkm to,survey before Cbra m tm shah be a holiday whe Ch se riv, m Day yew n s: peonod arM en form the Coiog Agcy's m.wrial mean on a Tuesday or Friday. The day alto Christmas tesdog iab: ImpaWn; and other Contracting Agency shall be a holiday..ben Christiania Day noun on.Mooch,, employer wban in the hopping of the Fasgloes,such work Wednesday,o-71sursd., Wbm Christmas Day on os a necessitates their presence. Saturday.the two preteding working days shall be observed a. holidays. When Chri tus day occurs on a Sunday, the 1-0m.1(3) Reimburs cot for overtime work of two cracking days folMiog shah be obsmed as bohdays. Contracting Agency Fanploye6 Wbrn soy of ac hobd.v. fads on : Sunday, We fnllowng Where the Contractor elect, to work on a Saturday, Monday shell M counted a nonwerlong any Who:the Mhday Sunday,or aber holiday.or longer then an a-hour work A:"t fall on a Saturday, thc pending Frday H ed all be count a es working an a rular day, as defined in the Standard nonworking day Sperifkatnm, such each eWU be considered as overtime .it. O. W such overtime reach an {mpertar slash be •ho' •b'Ids do, Ran " - 9. a -ant-Ai'^r! preser:t,and a survey en.e soy be required sl the discretion of the Engines. The t:ootrsnor sMU reimburse the Contracting Agency for the full amount of the sweight time Me' a"ex•xePar fry plus overtime costs for employes of the Contracting Agency required t,nark overtime hours. The Cnotrarwr by these Specifications does hereby sAad-bo-etmrOWAlp to he-.avm w-a.tis�tike au Worse tie Engines to deduct each con form the amount due or to become due him. u.*.. - 1-05.311) Protest Mamg®mt Scftwue Tit City of Renton ases-Kcrnrofl Project era 3.0^to wstvemwimnt, prtinw progress whdsks sad eharb. The Contractor is U lan To las , aueauraged to submit the mbedules required is attics I483 on disk in the vkLnvoA Projtel ver 3.0-format. is Gspammop-shak� 146.4 Prwecution of Work Wring has life of W cautrsm,atl working day slash a Charged to W eoatraa m a seen. TM statement wed aso Jaw W aonwakisg days and any partial as wbolt day the lNgheer daLew an mworkable. `. As unworkable day b defleed an a pWel or whole day W pnglmer dmhare,m be sswerkabk became,at wenther, PageSP-3! Fe•dsioN Date:Aprd 26, 1993 LL J a x n I 140 Pemawim and Pragrm I-0d Prosecutine and Pi ogres 0011011104111 urged 111 W w lb-,err 1w1 other sandidoas where LD .L..7uidued damage per worCnQ beyond W Control Of ,he Contractor that premov day(mu,sdd to the burs,dollar). satisfactory god tfmety perfuewnee of the work, sod web C wCrgww contract amount. perforaaae, k not blustered, would base otherwise T -Ong.W dace far wmplawn Interested toward tompletius of the work. - Each smmi,e amusing day,begioniot wild,the Notice May It le'senepis'sia.eAeoasaw-tleattlw a formed Dote sued meding wkb the Actual Cnmpletiou Dam, sba0 be charged to the Casement Time u Is mum eager a day or put of a day sibieh Is designated a moo-workY{day . a , Is to by the Eagfoes. .. Ik s The Engieeer w01 furn6b the Coascuctor a weekly report � showing the sumher of working days charged galas, Or - yy Cm~ Time fa the providing wak. the aumber .f «vurat.rase oocurrioh after,Net datea dim, par Net in working days speckled for completion of the Work, a, etambn of tsorking days remaining to complete the Work, for laq,ad-W damage shown sbovc will but apply For a. y and lbe admaYd Campletbn Dote. This; weekly report will an contras time oocumng oft.,the substantial completion dirt. t be CMmYtd wed the Casum use. current appm,ed Iqudated damge shed be uuaaed on the lass. of attract progress schedule.If the Coatrarsur shore w work 10 boon a wgg and<4td tars wipubY b the project whil,he, day and a days a wok(a 4.10 schedule)and the Rftb day a dam of actual complron of a0 the wrung wort. The _ - the weak m which a 4.10 shift k worked wait ordinarily be Contractor Dull complete, the remaining work as promptly g, charged su a working day tbs the Mb day of Wert work.will po.oble Upon ragoet by the project Fsguieer,the Coromem, be cbarged out wasting day whether or am the Coamsesar Shull Nnush a,morn whodule for compluing the contract wart, . oo that da} Lquidstd dam e ag will no,be aaseswd an for y day. for The Coo.romar-seW be allowed /d culendpr days from '''lath an tanasion of bung a Stared No dexucrwn or p.ym m the date of both repnn to which to file a wr:nen protest of on of LgWdamd d.mage will,m coy degree.rehot a or Contractor alleged duempacev to the Cogrram Time u reported. To be from fuMtr obliSmom ad IYbdsoe to compete the wore considered by the Engineer,the p beat at sho0 be to sufrxiect wmract detail to suable the Engineer to oweeuia the but, and The liquidated damage do am Include, god get to •wool of time disputed. Otb---6q the report will be addition to,damages from costs for impaction, superelsioo, dammed to base bero accepted by Me Cootra.W su mrmt. legal apense, and on cure incumed beyond watrgm The Enguwer will give the Cantrg oar wrioen uotim of the Completion date. The oat of addit oral toapeeeuo and comple,wn dam for ell work the..met mquina Tbat data atoll superruoo sba0 be se amount equal to omual salary vast wnautum the dam of wmplwon of the conent, but 'lull not plus 100 penvat for orerbad, unply the, fwwwmry Comroclum Ageoey', acceptance, of Net {. work or the ottrtrac, 140.10 Termination of Contra i 1-08.9 Liquidated Damages 1-0B.100) Termination for Default The Commeting Agency may mnttoum the wound upon Tuts u of des scuba of the w in Delays th n d d-ke the mcurrcocc of any ova or more or the following events Net ncros.g public, era ask t traffic, tourers with and dJsy 1. if Net Contactor fails to 'apply aUfficmt stetted wmmcrw.and incruK rusk a highway u.cn Dc4ya also was work r.ulublc aumriW or aq..pnw r, U. ywycn undue sums of money, adding dame redd for 2 If the Conenetor nfee or fails to prosecme the work R dmimmuon,mgmarutg,inspection,and superviamn. wan such dikgena u will err ra 4 wmpktior,whin Bft the-SC the, Contractual Agency Mda a impno4al to the onguul completion tune and any cats scam of time eaku4m Ito acnal boa of ded ram u has fgdp nc ova fallow,,. Minch may hove been grand to the Comaaor by Ymmu4 o was, 4quldatd daouQ:s(or(Wore to complete,• engage order or otherwise. eon4Act on tune. 3. If One Commuter is djdgd bankrupt or auuNcen,or Accordto ay.the Contactor foil. make a general wignrnea for the bemH of I'metmra, 1 To Pay Ufor mch to Net mkay be and ft umber of or if the Commuter or a Nod petty fiW a petitson to t do working n for xh wa ed!f day beyond Net amber of take advange of any debtor'. b e w eorg. wraith dolt the Engun far completion,ad g. To auNorve the Enjusar to deduct Ilmae Iquidatd under the bmwpwy or similar Yw aoneeming the Comntar,or if a nuns or re sivm 6 appointed for C ngct Imes nay meal due or cumin{ eta to thelye Contractor or bar my of theCamgceor's prepany Contractor on sccount of the CAneeaton'. insolvency, and Net LIQUIDATED D.kMAGES FORMULA Contractor on as auoonw,m hoeron A.ml pnvde adegnau ...,a of Mum tmerta ea in 1 LD .0 15C a«odancc with the contract wWm 15 calendarJays of —' T realµ of a request for usurum<from the Compacting Agwcv. Page-SP-35 Revision Dam April 26. 1993 _J f 1-06 Prge.vlirm and Progms 148 Prwendim Said Progress a. If We Contnaor dungand. law, eduu . ra1.. by the COntncting Agency In the Cermsetor. If the tow �f and", nguWnN. Orden Or .undo( mquvoNmu Of mpn.es W U.S.exeeed the aped balance,We Cotrac.r any pobbc mWy hvicg prudatron; tied tie Surety obob be pinny and swmally 1..,6 - de S If the Contractor disregards the authority of tic Contracting Agency and shall pay the dirteree.. ama ..t Ccting Agency: Caftwft Agency Mm,—Tgmnam get" ne 6. If the Connector perfoeu work wht:h kvocas hour, 7wmpntalisrton 6.4 dal cotmaa and nethw Or Rfuwt IC enrrep re)eaed In auesmg the Conmmng Agency's night an presents work,or the compleion of the work,the Contracting Aµncy other have 7. If the Contractor otherwise.i LIM.an any matcrul way the right b exa,ue a sell di.,nown as an the manor,,n.aand. any provision,or requcaefncota of de contrao. and reeo,ubkm,of the cow of mmpkting the wort In the Once the Cnnnricunt Agency dsemvinn mat sufficient went Nat the COmneting Agency takes bids for rco W work au.. eaista In ermuea the a net. wnuen note ohll he or Oompkuon Of Age proyta,th.: C ntoa xor.hob net be ebgibk Plan b the COntnanr and as Surrey ideating that the for the award of.uch contncte r Comrader is in brach of the comrsct and that the Contrartn, u III the wen1 the COnnlnct la ennkvatd,the ermu,uwn shall b randy the bench within IS aabdar day.alter Age ease u not affect my right Of the Conciliating Agency spurn the sou.In aeon of an aantency such U potent al damp In kB or Contractor The right and raae0ia of the Corm,,I ng Ago ey 0 pupe'ty,the MP)nar titre to ra' Y the beach after the sates under the TemtiNtron Clause are in addition in my other rights may be shoneed If the ramedy does not We piece In the ad ronedIce pmvue4 by law or candor thus comaa. My wonflown Of one COntncting Agency, Live Enguncr may. by retention or payment of moron to the COenaanf by be a.rvmg wneen now,an the Contnanr and Surety Cher Contacting Agency will not recent the Contractor from liability. 1. Trio&t the performance of the work from the I!•nwtk,Of ermuWion for dshuR his keen uaued tied t u Contractor In me Surty:or War dnemennad for anv m ft than the Cormsaor Ns not to 2. :,menus the contra and a the Contesting Agtocve &I.0,Ue nghtr and obLgauoN cf the parent aKW be the same III pro.wwe t to complwnn by contract or as if the %,u. of termdeUen I" ben Mused pursuant b �� Otherwise Any extn coca or damages to the Terntmuvon for Pubis COnveri+woke in Section I I,.1W) This Cnnnncung Agency slag be deducted from any money .h-C uK1uAe ben b—O for dchul because Of ;lire b duc or o sing due to the Contnaor under the prosecute the work, and be delay wsa found to be muuble contract under the provuiau of Semon I-M g. If the Enteral aka,;In prauc nee randy.it will not be, the Engveer from punning other raenedM on the more or 1-U-11 Ceohnfor'S PISnt End Equipment .obaequem enucha. Upon—10 of a node,than the work u bclrg temferatd ss 71,contractor alone still at tug den be responsible for { the Scanty, the Sunni) .hll enter upon the premun and cake We adequacy, allkirvcy, and safsiency of his and he p.aasion of sC rest,fish.Loch,and applances for the purpose aubcontraeor's ph.(and equipav"L Th f)wser ahW he., of complet"Ile w,.lt toclued under he connect and enplOy the right b aekt nor of the contractor. plant and by conCael or otherwise any person or person.saushctor,In be equipment in the pedormaar of soy work on the eke of the Engineer to 6nlah the work and proved, the maamiah wiJwut week. ennctown of the contract Such employment ahob riot rak.v, Tye me by the Owner of awl plant and equipment eha4 the Suetv Of t oblptions under thr certraa and the bond. If be comkkrad a antra work and paid for accordingly. then is a trana(er to the Surety,poymentr on nw.=envcring NtMer the Owner we the mgiaeer mono, any work .ubeequat In Age transfer .)call be mod. In tie riot rtpmihilkl,at any time, for the wacky of the site(men pcm,IDed coda law to the Stray or as agent without an- right the time contratar's.per bids have commenced anti) iml Of the Contractor tic Mi.my churn auegance of the work by the eaglnry aid the Own,,. Tye If the Engueer tcrrninotn the contra or provides such antrarter shall employ awh mature,m sddYaoea fussing, -OE:KOcy Of labor or macruh as requwd in Oo nplac the haakades,and mochma strike,sa it,dean e.emmry(or work,the Contractor slob net Ile somed in ro,,vt my fanner the public safety tied for the prpetba of the sae and his pay—on the contrar,mW W tM work contanplaud by the plant and equipment TM Owoe will be purled it,, for contract hea lone,fully peAornwel The Contractor oh&U bear an ed fenced,awured area. more cepentes incurred by the Coroncting Agency in computing Age work.ire lWint all inn mend coat,for complmnt the work, I-WA Attention to Wort ad all da,wges auouu.d, or wlieh my be rewind. by the P Tie metratacr htl tile hit Contreeting Ateney by raven of ouch refusal.mglua, hau a nt, Masan atmwo as and or d"Onouaae of wort b. the Contractor. If lyuihtd shall supervise the week to the tied Slid IS Shall Se pamuted uamagcr am pnnvided inLk contrse, Age Coenson, dvob bo 4khfu1ly,sad wheat be is um pesoaag7 Rant as We work 'table for such I'luidetd damages will awl reasonable tone a eke' he shall st ag doom be fop by a competent may be nqui.ed for fuel completion of the work. AM W the supviihedent be shg ben fug aufMr" b Sm,W. the we t contemplated by the contract his hem ampkrd. be not.and On soppy maul".bob.Sid labor-Shand delay, Pnguvmr will necukK the WW mpmas and damages fear the and who she be the legal rtyevasative of the enabactor. compWd work If the col eap,Ne and damages are M.than The cootrocier ehb be liable fa the(&Mfu!obsveew.of any rapid bakes due UK Cordnaor,to arm.will be %,d PageSP-3d Rmanoo Dane:Apnl 26. IM �. J tees 1-09 Measurananl and Payment 149 INuw'an"Md Paymart say Iona celou ",,red m Was w m ka int"aired Structures-muaured on the teat Wet ehoam in the plans ,aprea.dties. or . tkered by the Enpnecr Whin a eo Alas strvaurc or atsunurd unit u"ified sa the tone of mnaic-1,the —1 1-09 Measurement and Payment 'hen include eIl ratings and sccpsdrfn. Tunber - measured by the thousand board kit (MSh1) aC1wUy used in the ud um Measurements will be based on 149.1 Meacuy rot of QW tilicc nomuW widths and Nicksr.w and the ewes kngth of ti ccs Ln rneuuring W aeucpsblY oompbed bid tiemt of woh, p Standard Manufactured Ita:a (fro., w'ue, Ptstsw vLNd the Entimer will ship.,ptpr conduit, etc. anter, specified)) - measurd by oh. 1. Use Untied Slate nardard m..m manufaeuner,, idenuficatmn of pp, conk weight, situation h 2. Mike ell meuuremena w described on the account, laceration, do The Engnvsr WI accept manufaaurong unks.a drvdual spwifkAwns require.Ircrwue, tokmanw res by each industry unless Coed spaifi.Gow ruquue 3. Fo0ow metAod$generally r1sCQVWd as conforming to mone teingene wk.. tood ergimarr—t Prate• Cement-measured by the pound.ton,or uck.A ash$hall des Conform w the wual pnicuce, of the Contracting mean a sack wighing 94 pounds Agency,by eaneyag meatu mocoW end mmpdations te ryphah -envisioned by as pllon or bra. If measured by the proper etpuftesnt figure or fradion of units for talon measurement will be nude et 60 F(on will be WitnleCd each ucm,and to the volume at 60 F m keeping with ASTM D 1250) If.hipped S M.surs hor conta0y or verlwlly lank. utMwue by U.buck,or transport,mmteasurcrne.n will be by oa ccN W .patficd). wk wcitha or .riAmd volumes fearmoted for material lost The ants hated below aha0 be defm.d as follow in all ermine or not .c1.0y inOurporakd am the work) The measurements under Nu.cunn Ent.,wall use ou foaowng volume-weight cnnvenion table 'Lump Sum'(when used u an ism of payment oplete to compute uphah measurements paymcm for the wort tnctibed for that item m the conti.ct 'Gage'(in meas..rcmem of pkw) the U.S.Standard Gage. Conaeealoo Factors 'Gage- (m m(aaurtment of plvanvd thtaa used w At age W eigbU bud Volume of Aspbsk manufacture eM&.W meal pipe,meal plate pipe.NcN and Gallons parlor, Pounds per srehea,sad metal crbbus) that spvc.ftcd on AASHTO M 36.M Grad• a 60 F G.m. 161,M 196,M 111,or M 119. a60F 'Gage' (in measurement of wine) dot sP.iftel in Liquid Anphuk, AASHTO M 32. 70 253 7.90 'Ton'. its short tan equal te 21000 Pounds of avoiMupon y0 249 S 03 Wight aw N5 8.16 F or each basis of m.ture erm Wad halo.,the Enamor, 3000 241 t.30 wad us the mehod of msasunnnom described For bid isms o. Punt Asphaks materials m..ur(d on the Was of AR 2000W 237 t N Squane Yard or Square Foot - motioned on the neat AR 4000W 235 5.51 • dimerntoo,.hewn on the plan.or u.bend by the Engineer. If Finabifisd Mphab$ an md,vu ual future has an area of 9 square foe or kas, no All Grades 240 5.33 deductions m ar.vrJl as made Lunar Foot(pipe culverts, guard nil undardnint,etc)- No measurement will be made for: measured psmUcl w the aonu gm,& Woe or foundation, tanks• 1. Wort Performed ar materials pkeed outside line+ 1r.pims requirt othe unac he.in trio plan.or a by the Enginear. Weight-weighed as requited on Section 1-09 2 2 Materials wasted. used, or disweed of en • mamurr Volume(of eauavmnn and enbankment)-mossaurcd ty the emintry s this ccMract. i .V(ngetnW'uu meonod Or by the rube Skment analyse 3. Rc)ectod resteruls (Weludonl Omsa ealw SR., mabW ad"An, digital ass, In awdding taeheigues. All d, placement if da rsjeMon resubd from the some computations may be based on ground<lentu n.and d., Contractor',failure w comply wkn ins Contract). 0-%derived PhotognmmeaiullY This Entities,may cor ail for tea Hauling and deposing of MJCCW mstenaL. curvstum 5. Material raining ore hand eke the work u Volume in etc hauling vdtkk)-measured at tht point of compkod,eaoep,as provided in Secuom 1 C9.1 and r.dehvr Hauling vchkk, may be of any at. an type the 1-09.10,m Ersumer approve,provided that d, Body is of such shape that 6 Any other went or matmal cormicy w sny contract the actual wntenu mat be readily and accurately daemune11 If provision Ra Erg., nequuea, the Co0tracinr 'FaU kvel kids a the deuv.'y point w 6cdiutc m.sunemant 1-09.3 Snipe of Payment For each ism bated held.,the Engine,will use the method f amou.n iew dwribcd The pyment provided for vt if, n comct shall be full I payment a the Common,in, Page-SP-37 area dr'� ■s r r �s r ri r3 ® r r r r r r r r r rw 54 L4`5 aR 993flgb e � �6 s . Sad • a gs -9E �33 8 o Wg c� a� ggx�x� 9 s iqis�fi � 5'� � �] 7sG P.�. �SS S �d�xp53 $y� 8 sY! g � $E � �i�� 9y b �� ° _ •.CS < r� 5 8 C 7 .3 558 da > g y S y a w y : - apg. E t yy yy'��6 o S y o -d I • g` 3 , H 8 3 . a .,g x y g '7 5 9 S g 8 � � 5 S 77SS� � YY `5 �5 g Y � 8 d 5e Qs 5` s 8 8B e8- o 3 a.i 01 - S � 5' c ��' 'F 3i f $ E e 25 3 .8-6 ss $ S o, F y y '"E9 !.9 53E o ! � y Ep yy . '^ . E spars 5W 9 b� a � c ®e as� 5' 2s2 ° 3 a3= gS3 aonY ey94 C � $y bgeai2. 5 by .a.° a la f. 3'' 9d .i' e 8 �.' °� Y ° E9 . Ec {� = , �.E •y as 5-09 Mmatar�aRl and Payment t-09 Measurawmt sued PaytRml The Corltratang Agency will Pay the COntretbr Spokane. Twin, and waronville. Ortgon) efie:t 20 pemem of the sum of the cow Wad in a,b, they an ays imk for arapomon ..it ' above W cover points -mlbsaad, gesaal a. Porn Accowt MObairauon 1 emopmv overhead, profit, and my other teats Fora ..I mobiliutiem a de Wed u We (' kwvmd preparatory Dort prfermtd by the Contractor For Mawrtab neludu.g treupomuon of Wall, equipment, and The Contracting AgevY wiB rtunbune for tail personal travel tine (Wren included to a bupuun aw g nvoia met for CardlaLW!-tea lied mrwls Thu im ag cot) The Contracting Agency may pay w Mae ias chat actin Swoon and expraa charges and mee'u, ium of equipment and labor if the force axes u dracrtbdl in Batson 1-07.2 provided!tlut Urns ateount tam u one an inn kW laded in the onguul ooau have om been pod n some otter wanner under tentrl,"pmpoul Or soh Omer Mnwan mina ea me) tha ten.,, A daducuon will be made for my offlmd be uhcladed in me spatial provutom#u being cLgmlk r` • or avtd&bk dwcoume or rehaw if the Cones"" for rtimburaement for mobtlUuion Offaite 'A an ah dhc roans a pepsin for the rove!in the peojece Oualing$300 or Agency has provided the Contacoe w loss ill not be id.TM Contrasting Agency ill not imply with UK proviawna alto rag the discount The paid Contacting Agency will Uteri add 15 percent of the pay for nwbttaaian for off-am prcpento7 work far ha W nova project Overhead,ea verhd, twenl temp a ac ny forcount isms under my circWtuWtm whas Us irs overhead, profit, and any other ten of supplying Contnsar apocifically milk. a regwat in wham& an r nuaruL advance o:my such mobiliratn w w n ork. T`e writer ite To support cheoga for mammals, the Comncror request mall include an estunate for mobiloation com &lull provide the Engineer with valid copier of vendor involving off-sue prepnary work and me beau f, in,okes,inclnding freight and capital bm:fa If mvotcee reimbunemenr The spproval of the Engutear will be tie not avWabk for ma .i. from the Confined required prior W te:nmcocng the mobUnation for all stocks. the Contactor all a Ynti)' ee t coin by fungi account. To Ua agreed final amount of sh affidava mobdvnion for fora account &lull be added m -- If clauu for anorula win an We h4gh, amount egWl W 15 portent of that rum for all other wppropnau.or unsupported by utolactory evidence. Mea, winding project overhead, general ocmpnY IS. me Engutar may deanm'nc the Met for all or pen of overhead,and pmfil the materiale Mien daermuted in this miumm,the wet 5. Subtemumums s.. will be the Wweer rumen veholeeak price from a 71, wbMnneton M11 be albwed a 5 Anent '. source that can supply the required quantity(--ding markup of the Wall rots tompukd fmm 1.2,1,surf a !� deuvery win) for staimence.B&O as.and bonding * _ The Contactwg Agency rescrvn 'lit nghl W 6 Centn'Wr Markup on SubconlncWn NTcn twit W rfenead on a fora sccouW beau provtae ruayme In mu we, the Cantnctor will pe receive M payment for any teals,overhead,or profit by ,Ime an d sub nal marl re,up sus ContnMr will he - 7. For Equipment albwd N additional markup equal W 5 percent of the The approval of the Engineer#hall be required fur Weal cost computed for 1. 2, 3. e, and 3 for all the seleeuon of wuchuW-power Woh or equipment Administrative tent prtor W their uu on force account T. lesuew'..R&O Tax,and Bonding The Nyment for my machine power Well Or The Contractor will bt aUQv Od an additional -.a equipmcn, .hall be rude according W the current makup equal W 5 percent of the,Mal Met computed AGC' SDOT Equipment Renal Agmomml whah u for 1.2. 3,a, 5,and 6 for nsurmce, B&0 W.and in effort a the time the force ancount is tumonzed bonding The no,a sat fond in the Rmul Rate Blue Book lea The Payments provgnd above mall be full payment for W m�d,fd b) the cimem AGCM'SDOT Equipment work done on a force taoum basis The payment shall tever all Rental Agreement) an the masunum was allowable expnrta of every allure kind, and description, including all for equipment of modem daign and in good working ovehad expmw., profs, oaupuoal tax and M) Omer condition.That nu+anal1 be full oempCrassu n for all Fednal or Sale revmut acts. Peemums on POOL' Liability and 2 fuel, oil lubrtcetan repent, mmintenana. and W property damage nsurNa policies, and for the ace of..all other win Wcdmul W fuauharg and operating the laola and equipment for which no nnW a allowed. jequipnant coup,labor for operation No claim for fora seeoun coal!be allowed anuept open The Untraang Agmcy WII add 15 peroml to mason order by the Engineer prior W she perfomunce of the I equipment Mass of oover project overhead, general work No work min be construed sa Iota account sort which company overhead (excluding e?uiptuot overhead can be immured under We spectfia0ow#and pod for a the unu included in the Renal Raw Blue Bwk,,and prof% pnas named in the contract. Current copies of the Renal Rate Blue Book and The amount and tells of my work to be paid by fora me AGCMSDOT Equipment Rental Agrtament ill amoun, msU be wmpuwd by the Engineer, and the omount be mainlsined at each Du,rict effne of the Department arufmd by the Enginar aNll be final u providnd to Station I of Transportation and at each of the offices of the 051 Asw ated General Contrition of Amen(n Seawlc. Pagr-SP-39 Revision Date: April 26, 1993 J r^ I-09 Meaeua®rot end hymmt 1-09 Maur®Rol end Payment 71s ContnMr'e wgr,paymu.and cos nooda Pawning FmdmwaapmAwwmryaid wehkgmwwa m ' u work Paid for On a brteetocoum beau shm0 be open to Yy-Yrt C a seat wTNdurr•N.lyyw6�wry�Agwgr earpaeion or Ruda as provided to Section 1.09.12. I d9.a Payment fa alatvial on endUFO ' the Conua"S Agency MY neimbune the Contncror for lnterreb P..;uad befog+Lheu are or the»tint if they 1. Mee the r oluirtmmu of Our Palen and al acif.m000a. 2. Art dehviceud m or autipjd rwr the Project or other s Engineer-approvd nonge mite,and S. Consist of amid, gravel, rurfacug mmurub. aggrepua, "fuming heel, brow puua, Rmctunl Real, nuchm y, p Log, timber Rats lumber (not i including fomu or feberewrk).Large sign unupir to the IN , Pmlw.Patent Rod anem a besms or ghee..or other IF I It arr,"'lit the Engineer My appmve �* The C� ..rag Ager.y.,ramb.m the Contractor far mere Rgnel conw0ers.fo0owi F al 1. Frady pcment when Inc vuT.Rgntl contmlkr and all comPonenu me recc:vd and ueembld into a comPIM unit R the Costrmeaog Ageacy's hLterul 1 labonmry. $. 2. Cite hurel ed pemoru»fen the taffw signal conUolkr an We, b hfirag .F' it appmvd for shipment lu de project by the Contracting Ageo•ys hLurimi laboramry. -vw—vRry v�4 The Contractor shall provide suf6cem »stun evident,of a:. product..ooru w enable the Engineer w compau the ion of < Contactarpeodued mauruh Ouch . Rand, gravel, surfacing 1 maurul.or aggrtgatca).For other maurub,the Contractor rh.11 pmvndt invotum from mural RuppL,. Each arena shall be deausd su/6ciemly u eeable the Enginxr, to deurmine the suluai..0 Payment for materub on harts shall not exceed the itrial contract tort for the contract tam If Paymem u based upon an unpaid invoue,the Contractor r shall provide de Engm«r with a paid imoiu withal 60 nlsde, days RUT the Contracting Agency's wwa'payment for maw,ab on hand If the Paid ui o-- Or arefumuhd .thin tim e, any fg ,go b payment the Contracting Agency lad made wdl be ddud ur from the iuR pmgras esluneu and tnthheid u.W de paid vivo..w upplid >10sOOAr�ee'Reee^tbng The ContecWg Agency will not pay for any individual area on lard enth Rion of kv.then$500 M arms l art and m 1.".9(1) Ptogrms mks Paym the» rk,crdm Nualing the partial paym,aw for them will be getr Payment,for compkced work and mRterul or Wen on futum estunRH Partial payment for materuL on hand Lod wW be bud upon progress esamab prepared by the shall are wnra twc aocepuitoc. Any aaurRal»ill be rtjamed if Eagleeer.A progress mtimau tamQ date wW be esubbshed found u be bully even if ParWI Payment for a has been made m the presnutrwctbe meeting. 1-09.9 Paymmn 'A ltbia y days after the prnge� a nm s mmsw cR date(but Rot more eRco their Cate a maVh) the Cuntractor sbaa submit m the ERglaeer for Ratio as Appaution for nymenl, Rlkd out and signed by tk Caatnemr, re,"ing Paym the work compkfd prior m the pengrws mtlmeu ,,off date. 'Re Applitation for Payment Rhea be aecompeakd by dxumestatioa RuPPorfioy the Ceetnelor's AMkittbo for Psymest. The Initial pme em esumau wW be mad,mrt Intes then Pmyi�sRy, Pa. 30 days aft" the Conuarmr commencer the Nork, and sntrestiee progrn a estimates will be made ..try itai thereafter veal Acryuxe. Progrm estimates made during Page-SPa0 Revui,n Dew Apnl 26, 1"3 Nook . . -,. .. I 149 Maasusvnenf and Parnmt 1-09 Meaturtmtst Rod Payment progress of the Work arc tentative, sod made only for the trust company and the Cmtrana '.fly, Such — r purpose of determining progress payment. The p,gress check shall be ro mrus! loto load i securities ectimaus am subject to change at any time prb, W elosm by the Contractor and approved by the Acceptance Dow. Owns sod the bonds and sacuAles May in narrow. f, ' TLe value of the prgrou nadmate will be We sum of the TLr Contractor shall designate the opths tb4nd as the f following: Contrast Fo, at the base the Catraefoe aiaeuus the 1. Usk Price Isms in the Did Form-the app nsimaa Contract with the Coslrstdog Agency am hail he pan of the quantity at sumpuble auks of Work completed contract.The Contrsrtor in rhonalot option O)or(2)or 0) &` muh:plid by the UnitPrice. agree to assume full ropootibil'[y b pay am basis whip it �. 2. Lump Sum Items Inthe Did Forest, - the estimated roue from escrow services,brokerage charge or both,and percentage couplets, multiplied by the Did Forms further agrees to assume all rb:a Is eomaelim with the amome for each Lump Sum Item. lovertmeal of the retained pementage is securities. r 2. lbur as on Hand- 90 percent of iovokM unit of Release of retained percentage wilt be mode 16 Lys ., material delivered to intense or other storvge or. fotbwheg Acceptance by the Contracting Agency Provided the h approved by the Eogiorm. following conclisiom arc ma: a. Change Orden - enthkment For approved ova 1. Reksse Lave been obba and from the Stale �.,. cost or completed ocra week as determined by the Department of Labor and Industries, the Seca of Engineer. W'asltogtno Employment Security Department,and hogrea payments will be made in accordance with the all other departmenu and agencies buying progress estimate less: Jurisdiction over the activities of the Coetresttr. 1. five I51 penmt for remind pettenuge. 2. Oo contracts tdaWng more than $20,000.00. 2. The amount of Progress Psymmu prevlously made. rekne has been obtained from the %ssbingwo J. Foods withheld by Owner for dksbunemeat W State Department of Revmur. accordance with the Contester Documents. J. No claims, as provided by taw, have been filed Progress paymeou for work performed ship not be ".lost the rewind prrcmagr. evidence of acceptable performance or an admission by the a. Affidavit of W age Paid is on fit, wish the Contracting Agency that our work has been eatufaectords Contracting Agency fur the Contractor and W completed, Subcontractors. filed the Contractor will be R Yd h the In the rysims am I Pa.m<ou will W mate h "mob, W y paled 7 CooVarting Agexy's foul officer, against the approprbtr such retained percentage less an amount sufficient to pay any fund source for the project. such claim together with a sum determined by the CootratUog Agency sufficient W pay the cast or fmerbiug 149.9(2) Retairtage on clime sod to cover anoroey's fen Pursumt to RCW 60.28 there will be reserved and Rnainage will not be reduced for my ramp bdow the r^, reamed from entries earned by the Contractor no estimates minimum limit provided by Is.. during the progress of the Work a sum net to exceed five percent of toe soaks earned by the Contractor. Such 1-09.901 Contracting Agency's Right W W'ithliold ITA reabage shall be used u a Vast food for the protection sod and Disburse Chain Amounts pasmeut (l) to the State with respect W taxes imputed In addition to monies reamed pursuant to RCW 6019. punumt to Title 92, RCW' which may he due from such the Contractor miboraes the Engioar to withhold prugrea Contractor, and 121 of suy person or perom, mechanic. payment due or deduct an amount how my payment nc l subcontractor or materisiman who shall perform any hbot paymmu due the Cootrset.r which, is the Engineer's J upon such contract or the doing of said Work, and all oplolon.may be necessary W cover the Cootracllag Agency's persons who shall supply such person or persons or costs for or ou remedy the following Atwtioas: sub cootrrten with provkloss or supplier for carrying no 1. Fa0ure of the Contractor to submit and obtvio such work. approval of a progress schedule. Morris reeved made pru,6iom of RCW'60.2g sba0,al 2. Failure of the Contractor to rmedy ddenive Wnck. y the option of the Lontrsetor,be; 7. Failure of the Contractor W provide the Eagise. 1. Retained in a fund by the Contracting Agency mW with a /kid office when required by the Special 70 daps following Artpure of the Work;or Provuloas. 2, lieposled by the Contracting Agency is an Interest, d. For overtime work performed by Contracting bearing account in a bank,mutual savings Wok,or Agency personnel. savings and bate association, Yet subject b S. Lack of construction progress bawd spun the withdrawal acid afar Aecepusee of the Work or Engineer's miew of the Caatrrtorl approved until agreed to by both panic; progress schedule which, lodkates that the Work t J. Placed In narrow with a bunk or trout company by wiR sot be completed within the Contrart Time. the Owner until 30 days following Acceptance of the When ukubtin{ an anticipated time overruns, the Work.IN hem the monies resened are to be placed in Engineer will make allowance for weather delays, escrow the Owner will issue a cbrk representing the approved itm,oidatle debts,sod tuspeosiom of the sum of the monies ie,d payable to the Wok or Work. The amount wlhheld under this Page-SP41 . . Rcnsloo Date'. Apnl 26, 1991 r . . Y � 89 �9@�99' 3r9"9999:9� �Q �aS 9� a 'afSo b if t jig y"°y$9 ` 68 a13 Wig ° a 9 g � _9a �z t- 5 8f a Se .a SS a `o roNNypp epp • 4p0 a`q� e. �8 n_�.� sa 8 ]} 98�p{� �988n�: i �^, � e �s9p �& 5 ' `b= E5s8SceYsy o x 7e ea : �53a EE393fl e§ 3�o �a �3p �e9a & 95 f sa � 9 ae y < f " '• bg b9 9 $9999 a ° "E99 9EO ��9` E 9.9 9 .� -2BT� 8s9 4' 0 g � tY �0 7 5 S � •�s' 9 o5.g ��S � � a: sya�521 13 a g3� 45 yyyy� es 3g t°xe £vas n : ; � '. e �`9 $;a g�9 dal $Au SaLS i°' CY 3 �_ 9$ 0 �p „ s a 99a 5 u°O . c e,7 �y7 ca Sq a v 8 $o X g 9 5 Yj o 0 F 9 9 7. `S a Sp, So�� b�na SO Ya3:n rv' 7fi 8 � so _°��n'1 t3 19E40.9� .9, C 'a [ 7agy ise�rea has t� � gy 988E $: �1Y ° � �g �eEEp W 'p- �` 9ss :.39 �� Er,_ � }a 5.8�' '� Cbaayrs Sg Sg ' ap^� 3 ;� ' a� gYe'ef i�g8 g` p� 36 [ �9`08 eaF3e1ab"seita13a �$r� $o9 �xe € _ Gu ' =" g g3 = 8a2 e9�7� $ b . 3 Y 7 e6ep'9,§ k... � E.9s a,e .:<Sag " Y •.i s i w s s 5W3�9o^ 9< aH '89 ! i IL �1 l-09 Meuuaoent astd Payment 140 Mssm®ent and AYMOM - Ve claim..her Wnulcnoon by 1M Engueer,d found to Mve 09 12 b deum.ue adrrl qutprety oust. 7M ment,the Enguito r will makc an quuable djwtmml ether u, followbS Informaoon atoll be provided (11 each U„amoum of Wm te,M pad or to the tun fe qutr xi for the p.of equipment work, or both. If the Engineer find. the .lame to be wethout (1) Dwiled deacnpoor I.g., Maur Gr.Ear mass,W adjustment will be melt D,s.l Powered Carerpilhr 12 'G.' Tracts, All.lame filed by de Ceatrutor e111,11 be vt wrW,g end M Crawlar FLOPS A Dorn Iecludd Diced. W fficient dmU b enable d,c Enpnear to Yttrlain the basis and see,), amount of the claim.All wfaims shall be submitted'o the project (2) The bun of use or sladby.astd Engineer at provided act Section 1M.15. A, a minimum. dic (3) Tha.pWLbc ttay W dean of we or ctmde) f.11owutg infomuoon must accompany coach claim submitted d. job overhead I. A deeded factual wtrnnU of the clam for additional e. Overhad(general ad adminiunove). Wmpcnuuon and tints.d any providing all neeeur) C SubWntnctor'.chu,u(u,the acme level of detil lots. beatroas, and arms of work affected by the . apec,fied has. a. requird for any claim. aubcontructo,.cWmq. e 2 TM date on whch fact,ante whwh gave now b the S r)Ue,cottage.as specified by tl,t Connector or � clam the Cootesaurg Agency, 3. TM none of ash Comouc ing Agency individual. 10. A worsted assessment dub'be submae l b lie Rojo, official, �, empky. uv.Ivd to or knovelertgeable Engueer,Wneuning the fnw.1 language. 1 ,bow the am Under Age penalty of law for perjury or e. The spse,fic provision.of the Wnn.ct wbtch support fahtfirauon, the undenignd. Age chum ad a wement of the eauon, why such provuter.support 0.claim. (,acme) 5. If Age chin rehma b.decsoum of the Engmear vMxh of the Wntnct leaves b tre Erg.,.dmcrebon or as to wbah the contract previews that the Engbear a (title) (Wmpan)) decision a face:,the Contractor haJ an out act dwil W hereby Wttifiew den the chop for extra fact lupporwol its po..tton rshbng b the dteu,on of Wmpstai.n soul tons, U any, re de herein I., the Engines, wort on this Wnwct is .true, swemom of the 6. The tdennfecaeton of any document and ue substance actual Wow morrd ml urns sought,and is fully of any oral commurmesuons that sur,pom the claim dnumemd and sufportd under the contract y. Copts of my idmViod document. other then bdween Age penes. Corrtnwng Agency document and document previou.ly bmuhal to the Concocting Agency by Ue Contndor,that support u e claun(mtnwl.which are Dated /u a'"M to the industry, u.d by the Contraetoq me) b,mcludd by reference) S If an.=no...of time u sought Subscribed ad awom before me this a The spetcific dap and dace for which a u sought, day of It, The specific raeo s the Cmws%Mr bebsvn a time earn.....bind be granted. c. The specific provmons of Section 1-0S S under cinch it u sought,stud Nowry pubb, d. The Contrectr'.uvl),h of is progress schedule to Oemorotrue Age,awn for.unre enmston My Commu,an Eapwce 9 If addaionl Wmpenuuon as sought,the exact amount sought and a breakMw of " amount solo U,r It wll be the reaporobiliry of the CoMa,ter b keep full ad following eabgorts, complete records of the row and addiomul time Incurred for ia IAbor. .ry alleged!claim. The Contractor atoll pemut Ue EnguKer,b J b Motional.. have...b dice record.ad any collet Roods as may bt c. Du c,gurpmeet Tea a,w1 or for each pose mquucd by the Engucer to dctermine,We fade or conservators of equipment',,"Kh a clam to made a,to be bvohd M the claim Th. '�ma.s-�.drall retain else.nKo,de ab.nct of actual cost.the run eaubhahed by the for.period of mot lee then time yeaR after faro almlem". AGC/ SDOT Equipment Rmtl Agreement The Comndor$hall pursue admutistraove raoluoun of my 4. .. which was N effect wfien U. wo,k was clam wen the FAguecr or the designer of the Engineer. performd 1. ,b cast dell de amount clamd FaVurr to auhmet with IN Pral AppButlon for Pgasel for reach piece of equipment sewed the new uch nbmewm ad details eatbMhed by thal Equipment Rental Agreement as described in dti, satin for my claim dull operate . 1 - - wm tf Use actual or for such q.rpmeor a wirer of the claims by the Contractor st provided b Section 1- higher The Contncung Agency may ad,t the 099 s ass Comractw ' oust records u pmv,dd to S.W. 1 Page-SP43 ._. Reviaon Dar. April 26. 1993 p. 1-09 Mauta WMW Rod PRymmt 1-09 McKeon®rot and PR7mml ... PrCVldel 111m the Cortoe-ar ra an full rompluttee uNb'U IMU eko be clod Wlwl''Inirne,W{h en amem,.4WI to ... the provywu of Utu aewvn W rafter the fomtel-Marrs document hen been, Srtawr thin 3100,000.1 b be aAm.bd by m wwl to be .,,komed, the Cmtrec S Agency WVI I.PO d b o;w gneem t Wtnv1 a e Conor foeows 1, . The COnmelog Agency newt x be Cm, ,mwwUy agree U ne sr Ktthk U Gkdar live (men the d.w 11w el.. is UK venue of my arbilraupn henmj a1Wl be W'ha the Ste,of revved by be COnnotog Agency if the clam Wuhogb4 Ring Comfy W thnt my such baring.haU be amoum k IG.Veen f10D,000, OO'lucud Wibut the SWe of Washington,ICleg County. 2. WMin 90 rakdv dry! from the draw the skim n The Cowrawing Agency W U. CmnRor my mUy'gra Avon, by the Con enter t ASIW. if or claim to b'bouts by the deekion of the ubtretor,W judgment upon amoum k egunl b or&tarn thin f 100.000,or thr avnrd tendered by the arbmabr may be ememd k the 5. If the above r-u-i- art uveuoabIe do, to the Superior Court of III •be County wRse t►e tnOrt was compkrny of the ckim Wn ooruidentnn' the p.'aiormtd 11te deeuion of the arbm.ar W the apaihc buu Cannawr wVl be noufxd vrtbw 13 GkMu drys for the docux n.hall be to wren& The ubabr shall me the from the dew be chin:it nocivW by the Cermo of eO Met u.a A for deeutom ASeruy as to the amount of Urns' which Wl be oeccs.y for the Contraeung Agency a Io". m 1-09.00) PrOmdtrras to Puntre Arbitration .Pon. If the dupow count be nnoNo, Wo.gh admwtttnbvc FuU complenoc by the Conn-tor w,h the provisions of procodute.pvo Me w fegter'1-04.5,I-M H.W eny".I this nation u a contractual amd'on Prtcodent a or Pmvu:on pn`- e b or ont of for raoltmm of d.Nw the CCwrm101 a right b leek judkial rtWf Conncar siteU advise the Engineer,in writing.that rra•d.ary W bodwt arbrtrauon u dauad. A demand for ubitr.rton still 1-09,110) Time Limltatim Rod Jurisdiction be file by V.r Connwor, b a.00ldnnG ceeh be J. rob, For be convenieeu of the p'rtka Io be contract 9 u whh the Conning Agency,W weh the AM.Seketton of the mww0y agreed by the P-mv,Net any chn.or uwa a.m.n erbiovor W the.0muwuatmn of the eetm.mm shut pr,,W whwn the Connor h.e'pw.t the Stew Of Wuhmgwn eking b nreordenoe Wh AAA rub aaS arbmrbra I, be I.,%M be oennn thAU be bmught whin 110 calendar days from developed by the AM. Gee,, on for cWm. under f2<.000 thr dew of foul to"Ptence(Stwuon 1-05 12)of the coon,by mot the No"~ Regan Eayedho, Commemul Arbitration the Suu Of Washington, .rid it u fuMer gM N reo any m-h kub,rrbunuo.Klaoon rh.0 pmom,punwnt to Seeuon 55 ckoe'or GUKs of action-MU h brought only to tie Superior, of the E.podwd Pr000dum of the Ce m m.eoo Wormy Court of ThmeKn fUog County The Putt urMenund and Arb,rauon Rub kbtnoon shall pmGm Ad,,.•S the evu Chet the Consent'. fWure to bmg rue Wbo the timr 'Pp Oln"m risk of the A Y dearomed by tie dollar amount Penh Pmvtdod,dull be.compim by to any such chime Or of the-lion u provided to Section 1-09.15(2). ' "We of'ctan.It tt fuller mo-UY agreed by the parua that Unnmhed d'pwa wtuch do got hvolvr deky or Imps,v any ckm.or Gu.a of.ction which the Con em,usem b unchengod work m'y be brought In mbm.00n dorinS the 11rwn be Suw of Wuhbgan vain&from the orom,.rt filed courts of Uw � mN or Sure 01 mmod b coon,the Convenor shall nnu the pOnn Pwwa that. the .w his been F pm,O to have been .ah pr,t and tie ,'pore his been Suu a have twwly.ewe a any seconds deemW nauury by pun;w0 a the than ate.u pmv.dat to Sation 1-09 11Q) the Stew to Y.ut a el-Iwlog be chaos or arbon Unk.- the Cooncto, Afrocy W the Cote,,, agree oberwuc,.11 other unraohed cl m.(disputes wbkh he,.been I-09.12 Audikt Puraued to the than tulw)wb eh', a horn.eennct man be Y brough a a.aSle arbtnuon hnrwg nM ord,after compleuon — 1-09.13 Arbitration of the"Met.The met of these unrvohad than.man be Ian than SIM.000 to be ckglble for obmntm eaoeq by mutual Mrcnnent of tie ContranutS Agency W Connor 1-09.13(2) Adminiitntion of Arbi"lion In additwn, eye Contamr agrees artmwon proom.p Arborwon -MU be Wntimtemd thmuSh the Ameeiean -M corrurtetwe, by ft nS of the rforoynome bed dw d for Alb ration A--,Mon (AAA) wing the fefl. i S vbinean arbdrauon,Wehin Igo o'kM.dsy.of fmi...o;, O, of be mnhods onne nn, one etmr s. toy giber CU. or ft. of ninon u 1. Th'Dump v w of the NoMwm Report Exped,,W provided w Section 1-09.11111 Comr..MW Artentom R.I.oh.0 be used for skim. The KoP-W mom of ciiKcvoy, abut be deermaM by w,h to en,,mR km dun 125,000 the vbmaar to aroord.nce web A rota. 1.ddioon. e.ch r The emrem v..o of or perm n,,Proondum of be party for-km'pate Von S25,000 eh.0 w e upon be mher C"reemOiO'bdunry Arbmeuon Rub .lull be u W pert) a •twtemett of peuof.- Tbs .mm.ua of proof shall be for el-me With to nmount equal to or greater rh.n --d,WN a copy b the AAA,OO W 1%"20 ukodnr drv. $25.000 W le..by 150.000 prior to the arb,ratan hoeing W to"trwlwk 1. The curroot v --of the K.&,d prnrodum of Vu I. The gentpy. ettnou bwinam addrom.W rv,&nml �. ContmOction LMuury Arbm,annn Ruk smU be wed aid.of ach wRtw.wbo hay;•aofy W the Itearint. for ckwlr Web an NWum egwl to Or paws Vwn The idemy Of 1 WYbt Y Yt C{p:'1 rf to eepfft S50,000 W be Von SIM'000 Them proceduta Wass in to be mIW, • mm,mt u to be .ub)eet meter on!the t,b.woce of be f.m LWopmon. on PdgrSP�1 Rrnuon Daw'April 26, 1993 e » ' 1-10 VACANT 2.Olclearissg,GtptMlq,grd r Roadside Clomp ewhich the egen u rapact m usably,a ..try or g ubb.g, or ma.,M ebnup the Cuemm,,r Assail on,dim 1 Use Moods, for ach opinion, and a ,dome of she de pubbc w fell troea. .pig'.gW+Gcaboiu,and The Coo mucr thsb men W raq,immmu of Also,county. y. A Wt of uch documml that the Perry itamd,In offs W munick-' rsp:.Ibom mgardmg huM, Assay. W pubbc e io evidence a the abmauon Amin{.BMo MAY may wsfae in th,diryoW of W dbm. requa, from the other party a ropy of any documm, gi,a6e—e{ay.osyssy,3 Ann ref pond If such a request le .it. a copy of the aaare►a --a*64wl . documen,hall be provided whin live Askadv days 06F fmm the dery the r quM a reeuved. aaaAsYr,agaiAsnwaraFfe,aa' The arbamtor may person a Party a call a nearest or offer• A♦deki,wy!�,a4eY O.aNanNaa aY1sYY W allr document not shown or included in the Al,tmrmu of proof only AsYrtdaams AsatrW amt m1wased ty he .war r Oe upon a showing of good cause awirstemr,of disposed of by aemhr oppeaved AsWhod afros{ The findings and decnioe of the Hurd of am AmWm be disposed of at a IaadfOl approved aid la by the thail be f W l and binding on thr Partin,unless the Aggrieved appropriate govaming body. Party,within 10 dap,cballeagAs the findings and decision by seso,*and filing a petition for rovlee by the superior must ' of KiM9 County, WAsbingtoo. Re gmand, for the petition for revive are decked An abowieg that the findings nod Athoo. I. Are r,WpneWe,in 1begAuw Asniinad: J. U masonry a as 1AsAss at at dwaes se An,mas,asAs1 Ale d/ S. smbiu it rdlrhaW being Alp the Applicable ram,ad d the taw easlabas AS.Asian,eAseha d a amoomea. 11v } � baud 0atinbn ding m Pen it.dKins.by sWW runs is Writing ,V, dedinP W drhua n bash on x } ksagha sriddcr addu[tl s,say ants bAsrbq. A'. wileaw paw The arbbrstioo shall be conducted in aemrdaote witb the .r satutn of the Sea of Washington and mum decisions AW goveniog such procedure. ►y♦,uyleaw.se6a,rta„d.lesdsr, The man of such arbitration shall be horde equally by G. the City and the motrador unless its the board's majority opinion that the metram r',filial of the proaesl or Ktioo h i Capricious or wflbout reasonable foundation, In the Inner ease,all anal shall be borne by the mntmetor. f 4dg.ffile. 1-10 VACANT 01-10) on.,m if 1-MbdYR� Is Paid ww F is *A Division 2 can""'°' Earthwork 2.41.5 Payinmt Aymmu will be nude for the following thin cons when they Are uuluded As the propoW. 1 'Clearing",par ace. 2-01 Clearing, Grubbing, and 2 *Grubb.& ,per aces Roadside Cleanup y. 'ClevialW Grubbing'.par As,e or lump,um 2Ut the ronoan price Par rrt or hoop sum sr J 'Clearing'.'Grubbing .and'Clearing asd Grubbing-a"be 2.01.2 Dispow of Usable Malarial wW Debris Nu Pay for all work described to Samson 241. Paymas sr ' grubbing strucrure scot wheh uouM not odWrwae be gmbhcd When possible.the Contncmr should sell all unable rvursal will n L.pad for und,-, 'G,ubbung' instead.such went shall such As umber, chips, or futun od prccl u by ekaring, Pagr-SPJS Rev,wm Date April 26. 1993 F yr. t 2d1 Rsd"Y Esnaation sand Embanlmtenl 2d3Radwq Exo•atdon and ... Einban maent h+ b Meluded to the ata man,,pine.for'U"C u e exeavaunn' or some otha cuetory. . 2-03 Roadway Excavation and P.as Embankment 2-03.4 Me&m M,nl Roadside Cleanup.ban he ssidernd hnldesul to the Tb Statc will ua Nc kibwOtt me:,oda u ma.urc ao'k r r ueeInaet W an addYMnol poyosat sbaB he Lade, d erwo ,ml.a aP'aa,hc n.poma an othersm w ou pvde . 2J2,3 Construction Requiamaertt 1 Road"wy eaavaWn, borrov exmntien, and u'uubk foundation aare',WOn—by the cubic nN ( 2-02.3(3) amoral of Mauna,Pa'anowts Sidewalks,and ao60-OPC tut omeuur.: m o onpW p'aion by Curbs 1 tWouik the u.of dww ton s. �oddMl.a"raey Wk*ue In msdwy'ration, M rswring pvammt,aidewaat,and nation,.he Cons<br Pay quartitiet will be uompuod to the not been or Nr 1. Raul bnkan.up poeton, ow thr eroa-� 1o' Y Wed. What the Santa requuv nr to wax oR-pmyta sae. twdwny enbnkment eaova"d rruurul w be eenove 1. aockpiied, anus 3 C moved apin.or nuurul will br ma,ured to d"not . mver any pi..burial wahN Net rith[oFwey"iced at line of that rM,OvW from.net oakaik. In Out rue,kart S fee of soil ,ronen aud 1. Make • verurai u" e, between an d wymrm pmrbto.r,Samoa.2. y and h Oa a and 20 a 3 eMU apply At the nowt ouO of Ibe pvemcnc suse»aa,or curb Nu u b amain and he erlMae, roaalwry turaraflao, !snow ssrnuon, a. poenion w be omo novod ae to the State and"'unable foundation sseedw-by Iles rabic I Pva"nn dare tad b *mewling yard:adj'tad for rwtyl'q M sss'sd by vurk W rerrtoin But la damn Burin Is the tautly aabkfe"the paid of landing. 7br the removal Of other pvenwnt. mflus,Or*hall pm Me trued tickets for anch Mad S. nabs pe ands;yea Maebt bw been remittal 6 eosoetd. Each&ket sW bane the Inner,awmbe, M be opened b Wafik before purest patching has man and du,and be n , ben rempleted, teporary mu 'phah sncose 2 ContrulMd libelant of rock/use-by elan, petch shall be required, Tam Y the Muer fan ponry patching ehatl of bole dnUod Nob will be moaured form tb by of b ptacad to a minimum depW Of 2 Who the sock eurfao to Dc at of the maduny ditch bn,,iouly •tier bckrdliy and nmportko are or m e br"h ekvahon war by the EatMeer tompkae,and before the road in opened in Nafr". ]. Prt6brrceted verucol Breed - OY Net Moe Ion. MC sit orb or MC hot sub, shelf be u:ad of We Moturemer wiU be mosured fmm Ne alp of the dkerolkn of the Eyise.. ^°hint pi.'orm to the boaom of itch hole Trwl If Psvrmrnu,.....It'.or curb$be wilhm an axavaoon drew wtU be meuura norm. Uuv al witl b u, or .me ranuvr6 u eau vIl w1H the Paid for ' part of thr ru nzty production Onma manrr u and J Ne Y he M an s O,not m be nuvnmd, a Sand drsoap blank,-hl Ne ion. Moutu,above 1 Y art n,rr,eobnud u•oepanote ion n the pwPo.l, Perron wtl be deducud from FOY quanatrra thei-f y"ill be moaurad and paid for.pnvisod wrier Saxon 2- S. @.Sit EmbWmatt aompcuern (exoep order Method A)- by the *Nerd yard Matmul will be fmaund m the rot M. of the tad cmaaeamru of ocmpacnd 202.J Rymml amban,knw,t No aUowon."ill be As Our material �. °kyotem will be made Mr the fuWwin but Bat a"In No dedumon will be taken foe Mxr items ' t aan Wxn a u s,boMrt.o(beadle obutman*. r:luded m mr pnpo.l snetrt"rrd wiN.n Ute 1 'Sow Get of Strontium and ObM Oun,,lump turn �rt miso„1b,e<kfll,reps., etc.) The Suk vvitl exclude form lu "teen tttornu,Nan u lea Ins Wsl Fax:. Mond or pkoed under aver tad ad w'nP.,ed ,n J. •Rem,•<Sidewal•,per Sganre Yard. a, 'Ileoae Curb and CCGueter•,pet Wsl Fa>. la,en n' P.rtdeal Samry 2-0W 3114 A Mo - S. •Geld Me',pet 2-03](la Toe Kit M a' and mvaaOn blow trade. A I met related W the rt O"d of sfnro"re and aompcoon will be—onad by Ili sub'ysM to the eb*wwd s irludiy stria t aowtaaooe of eompa,ed bad= nrurW. IN). ._ Olt"be twnsidened lncidsW b and Included M other her tualonal in `w or below pause d non&J and calm deal!skJ to a specih bid hem I.the rumPacud, a will be meoaured by 0 oomlw,ed � I' w 6epth,up V,a maximum of O inch. .-. PyeSP-e6 Renew Daw Apnl 26, 14113 7 r ,. Y 1 Y 2.04 Had 7-04 Haul 6. Gnvcl borrow(mcldmg heu0 -by the ton or cubic ucmn and sha!I include the volume of nwtaial aavaud from yard. Meuurement by cubic yard will be nude w the tlsr bencba or aeoacka appmvd for dn0in9-prase tRe 1, heuling vtdtkk nt the pew of debvay on Ne mad"Y. 3. -Prcfabrwmd Venial Drain.pa liner foot 7. Aamion -- by the hour (b the mamat IR hour) TM unit cormraet pna per linear foot for 'Aa6brWued Hour,anuaBy"suatrng natvw The Nllowfng Ventral Drew' shall be full Pay for hmniaha't all bob, will be excluded from ammo Gene mxwmU, labor. equip era, and all otM costa rtnenary b • Tau apM by xuperviaora or Imes M dwuing complcte Ito nquued work ithe watt. 6. And Dmmaj.Bbw at .par bn. b Tune +ken b move equtp.nmt from and b The uN mntnax I noe P�fro br'Suv1 Dox BkAW ddferea kaaburu on du pope;am Nall be full pay for the mueeial vd for pree"'w{.hguMg.ad c. Tunc xpnt-P-9 equ'Pmrm placros t. d Tone equgxnent o idle or on sandby 7 Pax ' c Time equipment u dowg notuentron work. TM - Sou will includk two for one movow and one move-out if • pivot of e,ummmu .=we the h pmarr--mnd'yraidatiala"'�a�aked-fie" " props hm u la esluud for acreaw, ZR.rot 2-0 m �3.S Payment Payntea for t payment will b made for Na I.Llo-mg bid terra wham may embankment ccmpctron will not b mde u a wparau tam All era included w the pmpoeel coxu for embankment compcwn shell be included in Oda.bid I 'Radway ExuvxUon-or'Roxdway Exaystbn- lams.v.Ncd. Ara A(B.C.su.)".Per cubic yard l.'nlaa otherulae pmvidal,the.-It doe nbd w Seas-+2- When the Engwmr olden exavaticn- feet or Wx blo- 03 y,la),Embankment Coucuouco,aheB be iroidenal b vtha'� xubgr,de, una contncl price. Nr wdwy exavnon and heal py rums wvolvd. &hall spply If M Orden exavaton more than 2 fact below g -Grsvel Bono-Intl Haul',per ton-1 Par euotc yard ubgrt dc,that pit below the 2 fcot d'Pd' xb&U be pod for ar The uni:eonm,d prise pis bra or cubk yard for 'Gravel pmvNed w[&avert-I A'I Ilem J of this Payment amelioo In Borrow Iu'1 Haul'rhall be full Pay for the gravel borrow W th,we.all aam.of-ark ofr then m•dwy exavuion ahal' for prowswg.baObng and Placing t be pid u ant contract prtus 9. -AerxWn',by bra xcaount. TM wit contract pna per cubic yard shall M. full paY for payment for canton egoipmcm alu0 be made acwding b exca.sung, bads' placing, or o hcw duroswg of Nr the.curem AGC.WuhwOon Sou DcpaMrcnl of Tnuporuuon -- maurral bur Mul,Ne una contract prise a pit add w Section Equtpmeot Renal Agra t y 2-0e xb U apply.eacop whom the py aerr,u sho-n as wcludma The pymmt for gentian and Wm nktud urb contract haul In nut cue the unit contract pnce per cubic yard Nell pMa ahab be full pay for all mate meidmW b eeruion. include Mul wcldwg temporary WLng of gerued umbNinmu for 2. 'Borrow Eaav&tivn NO Haul',per cubs)and pmocuon agamxt the ek U' wOmw%COA oponuun cad for The unit contr,ct price per cubk yard for 'Bortnw Nmlahwg and oprwng iM N-Unrunt uxemblea nod :or all Excavation Incl Haul-aMU be full pay for exeaysung,loading. related supplies and labor b prform the'.art xpccdd Should ma ling. placmg, or otherwuc duposug of the =tcrixl. Thu 1M Conmctor Gil b u.l an anted era prat b mck ' pnoe .dudes pay for mm.vmg :min Ne Mr.. of a bmow uexmet. additional eanabon to re•tcre Ito ua to t& previca sae, dupocwg of, wring, or Mockpa.9 uY maocnal rat coM.n atoll be u the Cm-1-calzuc k auubk for emb•AroOrn To provide• common Mau for W bidden,the Sae his y. 'Unsuitable Foudsoon Exuvxuon%per cubk Yard. atcmaud the tome aotounl for'Aeratrnn'.ad his erturd the The una contact pike Per cubic Yard for 'Uauiubk antourt in mu pmrusel to become a put of Ne tow end b) Nc Foundauon Exuntion'sMU be full pay for exavaung,badmg. Conmcbr Actual&noun pd by font avomwu may vu'Imm and dupoxmg of the mxterial Nla eatimate 7M unit concoct Paco 2-04 Haul per cubs yard shell include haul. a. 'Conmolkd B:aatrng of Rock F.W.PC,Mar fog The wit contract pine Pis linty foot of dnB Mk for 2-04.5 Payment 'Controlled BluUrg of Rock Feoe' ahaq be NB pay for all Ime¢rub, cmpbr.va, labor. bob, and equipment imedd Quanta&&xho-n an Ne Pala are bad on 36 inch bole spew[ mxlWxFgaapaaF "ugh ganalo wdl depend on field candasoms and reauha from h.,I ww- uI pd� 1 Meamomna and pYmmt for m•dwy auvunn and Mul - va1Wd b bkatwg shell ba u pre iWd under"-cams m Nu y Page-SPJ7 Rmaim Dab, April 26, I993 l_ _J Z49 Slrueture Exaestion 249 sawnwt Eraygbon l Ah wau for this hauling of ptsati w,from.w on the On all cork in whkb bath mw,ratb_rag ab s depth • . -_ job ske BUU he wmWued Incidental w and Intluded in the of g fact,a adgwu gnem for bath naem di ,M stial mc I tadhi;thee of ether ulu of work. the raquvmm, of the N'u dial a IndanrlJ ufmy and ban"an,chrpw 49.17 RCN'his requvad. 2 119 Structure Excavation TM Con°nror mull submit M Wall Of Pintosbefore ehormg 7Tne nowt nnm the pat. ravish..--:._ •m roan m 09.3MV Upon oi, yVmg uu work,dot Cen^sdor shall rmwvc all 249.1 Desaiption shorinn,+nWs Nc patio.or Ns FJ,Sinnor dtsd o is Sovaure aaviiwr,consina of exnvuing ad diap.mg of •_ s _ d a[uN autmal or.-mad,abyo is thin mull M rmoved to 2.09.4 Messur wi ,•. maks way for bring, buadsuo., twsuong wks, mive•'— Exnovaud mnurvat will h mmsnrd N Nam angirul bmcb,for pipelimm.mndua,VA W-mNeturea as sbuwn m pmame by Iris cub.yard 7y1s Stals sill mmsurt 'ad pay for .... dis Plane Only tk matirial anvatd from vudc Ne Winds 'I'— sanion Thu snort oleo awludss. wks the m-.d d provid,s dehns I( Ne Conncwr anvmno ,wide Urea limiu or pawl ghewu,, sawvmg whok or er`l tri s. g.bbmg yr huMin and prfotm,crtta cord for a OacrrsOL m Sanwn 2 rd y(y)B,d a: msaurt sits cAu would rid clhenvisc k grubtrd. g aM0 h mn,derd for the rAmraMr'1 emtefn ar,d ak11 k - • vier rwnovmg shoritg. mR,Nnme, o: osvwn, pumping or orsming nuvatd meat,,prouca ig e•.uvstd msme 11 from Ne Ncldm i at non of on.Mini 11 wvNcr.ant patemg and oompswg bnekfdl t"frontal limits li The mos�AW will uec Iles+idea of tln um o% That work she includis 1M ascsealbs, uul, and or pit u LorrwnYl lima m mruunng exmvatwn Ne pymem dbpmd of a0 umuuble mistrials ask o pat. Husk, for msotum exavaoon will be itladr for nmmrial rannvd (1) I s•nmpT u umuubk SaWlab ineludint varied fogs and M.wit 1 IM owidc tk p omitio of say pits ap.fommi, pump or snot,(2)more LW 3 rw b,yod roadway the aids of a wing wW,ad(31 more dun 1 foot bcyod du ethic,sins ad and of s wing wall 2.09.3 Comttuction Require wls For pipsiom the Siam will mmsum bum tk cxtertor side) of the pips barN w nJcavu strunart suvamn quanws a• '.. y' 2-09.30M Dvpmal of Eawatd Minimal follow The Engmar nosy duen We Conusnor w dupos of noaysYd msuratl m emhaNnamds.hadfdat,of,move rt from Horimotal UmY(d'ntaoce Ur.aiu pipe Diamna from Bide of pip barrel) All msu for d.PL,..g of axnvaud Mot , wvA. )hr al project Isomthud be uuludul m des ills amnot ptre+ Yade111 w" 1.0 his IN.miry rw,r I itimi ex.vatton,Class A or B.HrLaaa•aeHha'F ' U.5 foe b °a•r M ",+tram uawb r,dN for ryyan 1 5 Nit) 1..M Il Ick•duwab 13 M. I foot W p,p•mrw mrouab If du mntrsa irwiwls sounurt anvat.n,Class or B. so,ab,at into incldmg Md.the unit norms price mud adds s0 m.. for fodmg and kubng tk msurial the full rguud Ow=cc, V�r�,al.s .pa• two a ftwdae all Nrb dvpmnl man shag M auidered i"MiAl mpbp•mpap Own 50 irak•in a The work. toll.✓r,emrm PYY pip,. aW vd,rp..w. 2-09.2(4) Comitm uon Requir®an,SVVdl e Eaaag:ion,Clam B Por•vuMok,sawh saw,nr u Ia.Ik Wine will be 1 foot The above req%wana it for, waura esnvation CWs A. sir prinulet of the nnloturt. aba0 apply sLu w strimm,eacavatio.'CWs B In ddinon.0u m 1�fsu. Forr a otp.boring.Oral,tls boCum eaauaaor thou Mo. Division ] of Nat Spsignoom s k t♦plva w tM ryorak Wda of wuA akvabo t shown m Ns Puns,m ma by do Fagots*.wW serve The Wit I.,any asbh buffo o•maNwk deli pmvd, al u uu lower who in massunng satlaurs mvation.Pot a wing Wet 1 loot of evwwe Wwem owi0e srruotunl survom ad wW thebwv ued wiJ bdnw a Win pmBel w tM boa m and 1 foot b0co, v. Any swag atom pdadnvW will be acludd ilia udv, bad north bW from eaa mw u qi lice, if woAcn mist any mr,ch or,Net anvmwn a Ism or mot m depth Nat dos wit man lb. I..P. nquamunu of For pip Wua U1e bosom otaside of the pipe will Haut u -- Sai 2-09.3(3)9,•ahab be shored.71-Connmor sbs,MU IM bwec Into,for ms,urmg a,sysoon The Fapleer my sot rnopm,ibk for worku nolny and Ne Swe wuma no soodxr limn Wi m eauvaom noun k lads Mbw.grade M be ratpbrkry Uppm gmu.77.,wp..,is.of the{Laird or avnom bad V us work trap. wW b, chic WPrr harm fit, mnoturmg rdgasp-se Revisits Debt:April 26, 1993 low is .�� jk, _ X• f t) _. 2-09 sfruclrne Eauealion T-o9 swore lisorta4on � _ <auvsWn.If the Contract,or•separate aonuact,include r pay the requwd elevuwu. in this we, tlu Coearactor, u tic um for gndmg to revere marsiai.tlac upper tuns.will be the expense m the State,shill replace such material with center,or neat lino of the grading ration dawn in the Ptsna. other internal the Erifutcer spprr o. T lic Engineer may ender the Connector to psrtiaay build the 7. 'Shang or Ben Exuvatum CI.A',htmp sum. 1 -- embsnkmeu before plecuag pipe.In this near,a+upper Il"for Tba hoop sum emttrnct price for 'Shorting or Ems t a j mwuremrm will be not more than a less above me the er of the lsuvatnn Cl.A'shill or full pay for all Ubor,m t.LY,toot. ' r •J pipe. For a rticeuN PWr pip arc. pipe h. or underpass, the W epuiymuu needed to build, deawe. W remove the gnu limit will be the cop of the embankment u U. time of shoring.cufterdems,or ausons Who"v can sets aimn a used YehWtion u apartheid N ifi Section 7-0].](1)A. in lea of innsuucwg the shoring, ee6erdrn a or cauaco. the c p Grscel backfdL All gravel bwkU will be measured by the lump sum wntrad Prize shall be full pay for all excaystioo, backfitl,eempadion,said this,anrk required. If select buk& �+ 9gasse we m mmararW 1. tmforsoance vrik ssliou 149-2 onesursul u required for bacandmS avhin Ilat luoior of numu< -- essevation,a shall a heeq ruired as baekBlt mLWW for the Opsref ems eaoarxurn st the Comm toi a egreeac. if a r" necessary b place wrap nuuide of cofferdams in Ric Bair local or it "hLU be paid by agreed p.i. or brat aocowt. Shorlag or sxva a ovation.No specific nrut measurement If the Engincer regn!res shoring, rofferdams. or uissou d shall apply to the lump rum um of shoring or extra excavation when the contract pmvidu ea b.um for such wire,the State Cie..A- W Slwring of extra eacavuion Class B.—aaW-ic will pay is,provided in Section Ids a. If the Engineer requires the t:mendor w budd Among or extra excavation Class A that anon."below the L ition shown red M in the Plans,the Sole wilt pay the lump aim price sod no evert ebp'�r"rapnatFrewdad-a is S,&as 4 0 when the can depth does not second]he For orghs greater than y fin plow the eivations shown, payment will be u Pay IN a 0 pndvidw N Section 144 d 'Shoring or Ems Ewvation Clause B',per any. dWwdraro-Ytr-raw (es.Lump Sum The .4 wnuaa per. par eq - Me Wrap sum for -Shomg or Eaua Esco'atlun Cl B' shall be fill pay for M Y - rwti-aalustly comtrvctron and emovd of"boring.The .it coMrn pane per equate foot shall to full pay for all excavation, backfili, Ytr►aseF compaction,and other soot required when ems ercaratum u Ifin jr. sed in Wu of constructing shoeing If ulec.bcckfW material is requ'ued for backfdhng within the Limits of the structure f - 2-09.5 Psymena es.vauon,a shall also be sequisnl as b.kfd]nuurrl for the 1 earn cacevauon at L1c Contractor's sepenae. d Rymadt will be made for Nc hollowing lord item"when they If there is no bid door for shoring or estn exuvaeon ' I art included N the pmpd Cleat B awwtihrasa eebitaw arid the store of the ex.vatron u 1 'Structure Eaaastion Chu A' par cubic yard. such that shoring or eats eaavat.n a required u determined 2. 'Su icture Exuvauon Class B' per cubic yard by the Engineer,payment to the Contractor for the cork will be y 'Strvdum Facavauon Clear A Inc] Haut per cubic made m sccmaLnee wah Section 1-04.e. yard T. 'Gravel Backfal(Kind)',per tabor, Ton a *Structure Eaavuwn Class B Inch Haul',par cubic T.unit aomner pnoc per aebsryaed lea for the kind so, yard class of backfdl used shall be full pay for all labor, ntaerid. The unit antraa price per cubic yard for the bid some wrote,and equipenent used. Lowed u 1 through d sbove shall be NB pay for 11 labor, materials,mob,equipmda,and pumping. or shall k Included in the uni bid pie of tlbee boa of work If "Structure Excecalbe' sr Stnclun Ewrstios Incl Haul' an sea kind m pay lees In We twarct. Paysnmt for reconstruction of surfacing W paving within tlu lunw or structure excavtren will he a the appbabk unit price for the sun,involved If dw Engineer orders the r:omac or to excava le eel"the ekvurons shown a the Pkuu, .1e wa contract price per cubic yard for'Stru tune Euavatern Class A or B" will apply.But if the Contractor cacavara dsryer than the plena or it.Engineer eequtr s,the Slaw will twit pay for material removed from below Page-SPJ9 Revision Date April 26, 1993 r r�r _ 3-02 StockpiUn`Aprq,ta ^ 5-04 AapWlt Concrete H.®cot ._ u hne rude deph of ou.., W cmn-.an�un I wuMwluNKr sh.pms. Division 3 2. Road Mu Ma-hod.Each Iryer of surftul.g ou terwi Production From Quarry and Pit Sites �B s'ir�d ui agog meat that k apprornsdtio by sad Equipment that aria starraatbo of and Stockpiling the t.rfaciag ottrkl dunsts the wasedieg e .Pws:ion wW as be oaowed. simu.e typo of speead.ug sguipoeet sWB be need throusbout the 3 02 Inar, of wb sepersm eprsdiee pentios. Stockpiling Aggregates sp-r.d nj,..mad Meas or taa Wo 2,000 sgan yY a� ne o. srs- bees.l.r a. .hope auy be i 3-02.4 Meaaurerneni .aoc�Ikhd by other oeaas M appro"d by the Eat.,. Clo rind and puMint of the Rockpsk.ae will be mouturad n'c f-U-w Jf nuntiW depth of wmpand memrul rh"na anaccordance with Socunn 2.01 wbrn the propYl..hide.ou.n be taco dud in any era coupe vobou the approval of ck - btd k eu and such'A us nquvd on.asork c sue providtd Eng nwr by N.Suu, Wb.• 0.30 Speciru mutrusls or-sgrepro dai Mud th the ro u! Gre"I 4r 015 fow m be kl Ndc k P po CrVMd"slut! a35 F. kpUe wtU be moYurd by Use con unless the propui .hex by the cubic y.d w+M0rb-wsyrr.711e cubic yard .t vMunia roref try qu.nmy-W be daerrurld by rmu-&WUOc ns thc compkW swkpik or by oomputaw. or the winmr Division 5 - bewraa the orislnal pound surface. d the stockpile surface Surface Treeutmenrs and PatemenLS Mies digitalte rrain modebng tune,Wbe.q.er specd.mutristi or.dsreptY dair.uted w Uu PropYl so be bom nockPde will be Mat-ted by the ten or by the cub. fad,Mdchevrr us .hown m rhr PmpoW If pymont u m be 5-04 Asphalt Concrete Pavement m.de on the Ms.If eub�,yards. nwturemeni wdl be Md.of me volume in U.haulins vetucle u the pud of debvtry on ibe nt dway. WI Deaaiption _ . Tu. "rk shut wuut of not or more wunn of p!s,, mud ssphsh eontrese plead on.peapYed foW.trnn or bur Division 4 th .romda�wM these Specificeuon.W in confnmuq w_ Bases UK krw.V%Jcs, thkktwscs. W rypinl rrou-goctiuns show^. u the Pk. .r aubluhd b•C.Engineer. MPMa wncrese-lull be comPos> 05 uph.h d.Urrg.r - - whwh.with or without thc addmon of runerd 61kr W blendv.g 4-04 Ballast and Crushed Surfacing 'and as MY be mquucd oh.0 be mild u the pmprsont spxifud w pmvrde . oomotamou. aubk W worluble couture 444.3 Comtrwtion Requirernepts MPh-h wncmtt CWt A.CW. B. CWa D. CW. F W CWt G as d"Wural Y Is"I l or warms wuna. Asph.h 444.3(4) Flexing and Spreading wnerae Class E u de.itnaud as a pavanan base mount Wnh h 1. Central puns Mu Mand. After tttiung.meurial for nu nwpion of -PW wnctwr CWs D, If .oiss,tro .n soch Joyce of aurfoccins aWll be crsn"ud w tbs mmidetod deue irad+d sephah wtrrroe. —dwy--ppmvd v.hklo.VOW,for M.Ung the misture -hall be espable of depwiwg the micture 504.J ComtrvctiUo Requiretaents wshin the rentvths hopper of the aProsdi%s equipment.a . windrow of uniform aiu u from of 504.3(5) conditioning of ExisnnB Sunc" the .Pmaains .quipnem whh a ourtimum of When Uu...face of Use•q••s pvanont or old Due k astreinion of the mu. impt r.k 0.2 be brotght to wA n trade Yd a .-.owon ` A succor grader tsy be ass, u the aprodw, M.pymv.d by the Ensusetr. machine ut the Tread.,m.cbuu ah.0 be mp.bic of A'ak+eWg of urtvan or bmkm-.shoo over Mich Mphah •^ceiving the ouscrisl by direct ocpotk mice MV er "rose is an be PL<d us roquiml W My be-W—Phshed by hum the hauling stuck or bum .umform windrow, Mint Uw ape.l6n• :auh onfterere pYod with an Yphah p,,, and h Gpbic of-Prodmd W scron mg rbc muerusl •moor twoel ender, or b hW nJdnS, u -pprovd by the m a depth W surface thal when compacted wt6 h we Engirt When Ypuh ooncroo p.vanad Cuss. G k b.inr onpsCtKttd Y.gemg wVnt overlay. upon approval of the Page-sr-so l Rerviaioa Dam.,tku5 26. 1993 L { 4 4 544 Asphalt Conaele h.enml $a Asphalt c.,.n.le n.m+M Enpi ,,.:pW..o p.vM-'Clam A.Chic 6 m.r M - we0 u.ehcmcu for prtkvcW`,pmvded these k eo M—c i nwn b Ncw for prtkvcWe i Afmc PL.c '. L e upluh mrcrtu uwd fat to dull be a np W Nomu{hly. 6 6wdd-Mnrccn tdj"w b3 ti f G�wd pled ft. A 1 �Wr�pMJ wncwrp. aM dr i E F } r ft ' 6 P,f. -K'r^MV't�n'cwFwb'eFrw-Wc .. *mp or. .. �d.,.rY4a.MM Acw/cww�a.+wed Is F All + y � fk ..Tpw sac-.a-a -�j..�.-......-+�. ...p.t..w..a. •.+�i�++tH O P f .r+.�.w..w. - lk ow fir »�� roar-sr-s f L Rey goo Dak:Apnl 26, 1997 a a C _ 1 ); Sao AtpEolt Concrete Rr®ml $al Aopholl Concrete Rrommt 54IJ(10)B Control a �a - �r.owed b.--VAM* « was P0 ad M affien A ih he _ eaigi.FArswta+aladaFwfMasw.red 7�.n-M.rD,�aK 6 arasr-r. ..,.., 4M� mien t M1R'MNMeM k.. .. 6 +bv Fnausi.ee�.CPF-ef 8,yy,.Wwwew-e takenam _. A, .,;> 1;R .•—..e.-��--�e yajene�-lion Mrpn�ATa.sawls.a .ema.4a6.a6w 6oMe-4963R+ F Fl 5- 4.30) Spreading and FinisWng The mialum aMU be bd upon an approved surface,spread. and wuct off In the trade and ekvuion nubbzhd Asphalt , PM" wmply Ng .nth sadion 5aa.7(3) ahaU be used b _ duenbute the nuabjm Unlea.otherwue directed by the Engineer or spurted N the Ram or N Ne specul Proyuions.Ne nominal wmpaeu depA of any bYer of any wane shall not extend the folkwne depdu: AgA.a C. F als firog ' A.AaC.0 Aeaea� C. ossl.n Aaad Cesar Owe A.a md F o.Nsaa .ya.a�e O o to b AwV �C D opr...On arxaa s". imply es or ues,oW.bk obmck.mate "lam G°aatia the YK of nq:rwu,K.] V aadmg and dnuhmg eq.Veµnt vnPmc6w,the p.ving may b done wM ether equipment Pa — hand The pbcmg of asO h mlxturea n rught Bill ne, a 56Mwom, ss jLl,+s permitted exceM by approval o:the Engineer or if spzided N Ne specal Provuion.. Pa KTen Ne"0,mine .being pr.dueedl by more Nan i one up1uX pWt, Ne nuarul prvduoed by each plant shall be asmp Fis ispwan Placed by aep—apl dNg and wmpaamg equipment PagasP-Si j Re rinm Date: April Zd. 1"3 e e.. " 4 r ------------ I - 1W i f S-04 Asphalt Cwe,-de Pavment 544 Asphalt Caelope Pavement �. wwwmm.o(•bymrdetny-bemad the minute to womc chilled.When Use wtk a wrumed.Our previously compacted mixare Jug be M bate on Peden+ a 1`.. slightly beveled odge let Nc full IhlcYrma of the mum ry-rwgarw-I.r Whue a trame ewe f'm is bem0 made On the wont For asphalt marme Clara A, B, E, F sod G, vrber, munc. .np$ Of bavy vas).;utg paper m.'I be cam The paving is is the omffst Into,including Isom for ramp.,truck wrappmt paper mall be rmnovm and are your, dioaned w a cbmbWg, nearing. spend Wogs, sad left turn abghdy beveled edge br We full dock.of the mane pro,to e aseelitatioo,and the spmdMd compacted course thickoms memnly m of pours b]rate+than 0.10 foot,We acceptable level of compaction The material which a M swy shed be vaned and nee mu LI'0 ben -mimum of 02 per at of the aueJmum deahy as mall be aid spiral the trash ea Room or mvtpirg won shed determined be W SDOT Tat Method 705. The level of be used or real to pun. �][ ens•,ction adnUed rri0'm dMmmed an tbs average of nut Whet the asphalt concrete ts placed apron a eonceets or j a bw ;n 5 nuclear dessa7 page wits akin on We day the none curb or poem,span a cold pavement joint,or any oval -- a7■ mh h -laced (after completion or We ffehY telling) at 'orate,s sin west coo of mi ubified upW Dull ber applied modernly selected locations tither each IN. The Sumtay adorn. The appLusum.sal]be u..n rc J uniform,om airy represented by emb let will be an pater Wet a s agle day's caerci ed to synod meumuauon of upon Upremionm. I J. peudoerion or appmaimattly 400 wave,wbkbevm la Imo. The lonptduul juuu m ay one layer roll he ofast from f.� Control lea am aaeiog We sabdomen dmkT standard L1c Ir' ' unmcdiawly below by net room than 6 aches ter tar ` shall be removed sod:epbced wYh uthfactory material. At tan 2..oar All to.pdinal pints cmatrvuvd to dK cop lay. Ile~0 of the Eogam, noncomplying material may be h,0 Dc at a one We or edge tare of Line travelled wv Rowsy., wept 4 at a reduced price on one-lane ramps a longitudinal pint may be constructed m to ... Corr,may be eared as an alternate In We ouch,density cedar of to tnf5c a,a•subject to approval by to Enp user,0 pug,wits. Wba me. are akin by We Esgam at the 1. The ramp must n rout open a traffic,or request of the(UnmKtur,the Monet shall be made by lama 2. The rump it cloud W traffic mJ s ha-lap pint a of the Mt wrkinl day follewag placement of We con. The construe!. Eagam shall be reimbursed for We coring mpeua at'be If a lam-lap joat is shuud,coo paving msebiees shall be raw of m per core when We core ad`rates the ocreprable used; a minimum compacted density la accordance r I& level of compaction withir a let has not been achieved. Section S-N-300111 shall be achieved thnumboul the traRit At the stun of paving.B requawd by We Commerce,a nor, sod tor.u'setbn equipment $hall not Impart icy compaction wit section shall be mamue"as dirme by the unrompatled mu. Engineer to determine We compacdbihly or We mu design. When asphalt metre+ pavement a paced adjacent to Compactibility +hall be based no We ability of the ma w a umn concrete pavement, the Cantncter mail mmuuct law in the specifted minimum dasey (92 percent of We bnptudualyoinu baronet the uplah concrar pvanmt W the maximum density det.mard by WSDOT Tat Method 705). e.nmt concrete pvement The Icon shall be corwomed by Following deter'London of mmputibils , the Contractor a ranung,Iongaudual groove I-etch deep and In.-utch,wide a rapowible for We control of the compaction ofon. If the the upish comnte pavement and shall be filled to within 14- '' IConmaar does tat request a rest merino, the mu will be ench of Rush with s rnewre conformal to Secuon 5-04.3(5)C considered compactible, procedure 2. Asphalt Concrete Clauses A,B,E,F and G constructed S-04.J(IYi Asphalt Concrcw Approach under conditioners Other Woo $wit above shall be mmpseted - on the basis of s test point evaluation of We compaction wain. Asphalt ap,, ache shall be mnsttueted at the locations h The rest point evJuarioD shall be performed in mmrdame shown a We Pans or as directed by We Engineer la nab instrations fro,We Engineer. The Dumber of paten saordaae with this uestioo. with an approved compaction train, required a stain We maximum tat point dasity,mall be ud on W suaryuml 5.04.5 Payment p in %yewet war be made for etch of the 101101x em ing bid am Asphalt concrete Cans D and prelevehng ma thall be "r compacted a We satisfaction of the Engineer. that . ureltrdN eat We propel Io dda»e a We randomly$elected locations for tests of i' Pnpnlmn rt P. Per Roadway',per mile. We recurrent bed, We Entamer reserves We right a rest any UntreThe mot contrad price P. mac for labor L lb, al um which appmen defectirt and to require We further q..p Roadway" hall he full d for d labor, Loa, a5 compaction of area that fall below rcepable densh) e0uipmml reluired m do the work described! under Section 5- rmdap. Thine additional tan $hap not impart We 04.3t5)B,cola the exaptuon,how'.,Uul W costs avolvd w jlabor.mm eriaa.and equipmet for patching everreadvny prior m mmpserioo evaluation of the star mntsol M. aammt of p aepluY marete $hall be included it We as 5-04.3(11) Joints concoct prier per an for -Asphah Conc. Psvcm,nt Cl. The placing of the top or wring course shall bi as marry wtuch was used for pwnu If the proposal dons raw include a conunuous an paible. and to roller shall put over We htd don for 'Prepareuon of Undated Rodway%the read") unprywcal and of the buhly lad manure Only Wan the aymg dW he prepard as specifier',but the.,k$hall be excluded in of to metm n damnoni d for such length or ume as to perm, Our contract pricea of to 0ehcr mou or work Page-SP-33 Rmincn Dow April 26. 1993 1 e-" Atpbfll Conoele Pair®ent S-06 Allptkale Cooaete Pee®colt 2. 'A phak(Smile)',pit we hauling, W hrcorpntinlg bidding land an the mixed The unit comnct prim per Ion for -Aaph.h (psdc)' for ygrtpuk.ea required by the Engineer. i prune cater shall be full pay for heniahng and applying the grade If Uwe La a bid am for btedng uM and the Cowactor of arphak Specified.including hewg.hauling,and applying to deco to provide .g,,repta from a sou. giber tlnn that the roadway, and ocher work u hon iobefone decrlbcd in provided by the State,atd N a become neersary,n the opinion Savact S-01.3(5)B. of the Ent.,.b ula blending and for proper grading of the 3. 'Rime Ceer Agg%per cube yard.or pa ton AUMS. s. the Contnaor an" fimish and moor a raw The saran contract price per cubic yard or pm ton for-Prime Sufficwd qunma of bledmg sand to meet the requ.cmi;ar Coal AU-shall be full pay for hlrnuhang.boding,and Muting deemuned by the Engieer The Pay quantity will M Ink amount aggrapu b Ulm plow of depend Sid sprsadurg the aW,g.w in actually used. bit ace needing the quamty act up an the f) Ua qu diet required by the Engineer. mina If IMre u no bid aura for bleeding sand, whilevn a. -AaphLk for Tack Coat',per ton. mount of blmdmg sand as may be needed W men the k The Me coact pan k per ion fat;-Aaphsk for Tack Coat- equueenmu as d arnouned by the En inem, ahW be fumuned ahW be full pay for W eau of nuleriil, Jabot. beta. and by the Conuatt r ti no upmae to the Stine, --omens n toekery for the appDraUon or the lack cost as :1. 'MureW Fetter',by iota aoount. _ If thtn a no bid am and a wk teat a required, n 'Muenl Filter', if requwd. will be paid for by fence applied ad the work ahkU be includM in the it account as Speifed n Secunn I Vo 6. For the purpoa of contract price of the other item,of work provdNg a common proposal for u bidden, the State Lau S. 'A$phah Cone, Raml vn Cl to per n elimsld Ue mount of force amount for'Manorial e Filter'an.. - I 6 'hB$e Mellor Drirney Mphah Co. %pp eaehLI hat enured the smoura in the proposal to become a pen of the _',per bra total bid by true Contracor 7. 'Aapruh Co. for IReleveling Cl. per ton 12. 'Planing B$umulou.Rvaeknt',per puts.yard The unit contra prim per for,for'Aaphah Conc.Pavement The unit contrse price per quart yard for 'Planing Cl 'Aaph h CO. Appnah CL _', and 'Aephsh Bituminous PSveencnC MU be full ply for fumuhmg W toob, Conc. for Prch veling Cl ' Shall be full pay for the eq.,pre m. labor, materials. and ..Mb s ncoesary w fumuhmg of oB Labor, equipment, matemls IW suMbca oeeompUh the work in accord. with the apaifuetiom, - nquved m the conSuuaron of ueh dss, of uphah eatac including the r anural r..id disposal of W nmsp ad debris,and parmlml and approach.including the preparation of any existing for W Other near required b eoeomplreh the A. _.. pNat•d urrent enerue, brick or bhumuaua surfsee, or 13. 'Aed.4npping Additive',by bred uwunt. pavement base, and W other week to MU the trqu nueenu 'AntiStiWing Additive- will be pad for an aaerela ce dcscribd in Section 5-04 with Se lion 1.09.6 except that no owrheod.profit or caber costs If the Contractor u requi eel to fumuh the aggrepler. all Shall be Wowed Psrmelt shall be made ordy for the invoker wit oe u of fimuhng, hauling and proocams aggregsw and of the additive. The quantity of asphalt national Shall rat be blending sad into the wmplcte mu sherl be Wldd in the unit educes by the quwntty of snoyurppmg addiu,.Wed For the contract price pri per ion for uphah concrae pavanmr of the dose purpose of pmvtdmg • common proposalfor all Diddm, Ne SPecdid,except that blending sand,when ere up sa a bid eum. Situ hat eatrmuW tic amount of force account for 'Anti w1l be Paid for n the manner dec,tbd Wew.At 0k daemon Stopping Add$ivi and hat mend the amount in the pmpsal ' of tbe Enguaer, the Contractor may be required to allude b become a Pan of the tots:bid by the Cumnob,. muenl filter in elm mu. la. 'Crack Sealing',by fora acoounn If any of the aggregaw sit furnished in stockpile by the 'Crack Sealing' will be paid fur by fore accoun: as Suer,the writ of luuling and incorporaung thou aggngaw n np.,f W in Secton 1-09.6. For the purpo.: of pmvdmg a the mu,W W costs of furruhng, hauhng, and tncorpraung common pmpW for W bidden, the Stye has eaunumd the the nwussary biendng sad and any addei ntal .,,rr to rib amount for bra soeum for 'Crack Soling' and bat a$ered the eompleu mu hall be ncludd in the unh contract It.per the amount an the pnopW b become s poet of the mW bid by inn for asphalt easae pvemet of the cal,".fied.except the Conuamr that than blending tend is w up u a bid seen,h will be paid for q6. in tbe manner OeunLed Sebw.At the dw rctbn of the Engunter, '- Ue Conlnaor may be requual to include mmenl filler, On ehc roll g. 'Aspluh Cow Rvmenl Cl._for Rrtmmt N Png I,,had Repair',per we W ati1°'h'S'TpaneTgn9nell,p- 'Ina.to. 9 'Rremmt Repo Exevation Ind Ham-,pa squire yard The urtit co eeaa price pvr One tot-Aaplak Cone.Psearent Cl. for Pavement Repo' and per quart liked for SI all b AR mob to,km IIS. aTasaporwy Strlpbg'sad 'Pavement Repair Excavation ncl Hsul- SDW be full pay for 4116. 'Reeorlog Temporary Stripieg' $hall be ,vaiidvd pnomung the pavement repo work u sWifed I"natel m $then Yams d erak sad ere further I 19 'Bladmg Ssnd-,pr eobe yard eampmaidoe shall be msde. - The tan$ooneract pnoe per cub.yand for'Bland.,Sad- 17 'Soil Resdwl Herbatde R Wrd<',per mile $hW be fill pay for W coats an oatnecco t whh the furwdung, IS 'Sod Rkdual HetDald<',pm qura yard Page.9P-Sit Rwittim Dam.April Ito, 1993 I J - .. , f ,r 545 Ce :Conaere Peemtent $45 Ctmad Cmna9e rev m t M and emote pare per milt for -Soil RaWu.l HabWW._PtWWe'or per equrr y.rd for-SLd RaWul HubicWe'Shall be full ptr fnr ell cow tf Mewl W.,toop. l, 9 1p. 1►p7FtelWF4 r and oquipmem neoaury for the appli n of the herbWWe u } A pm� Plee %-WR swcl ed. If Lea it ro bW Nun.d w4 raWuel herbw.de u t nquirad. It.hw br Spplid uW w tone rot me work wU be t wludcd in IM a .MLL price or Ne m ,rare orwork 0 is 19. •I.onSwWuul/owt Sul',pa War fom. 7U —t oo oa Para per liner foe for •L .gudua: 004 loim Sul'dull be hill pey for fun jsb rig aU mob.equipment. .. .. Ybor, tuterab, and eupplia meetury m wnetaeoon of Or pint ud w aucodenu w,th Ibc Staded pbn ad Ihae Speciho wtr iR } ekSa.peSrr.et+IrwC Seltelatisw fl 'aw9 aWi edewl.rr, MY work requvad W complete Nc upheh concrete Seehaoee- pavement SpaiGd herein, bur wh,ch b not p..Nally mentwnd a the foreSOMS WiGatwns or SuWn 544, duU be perfonoed by the Contactor a aU wea therefor Sh.0 be mcludd�Ne unit wntnn pries of the other imme of wont w wa t-{.meth Ikumm, waMF 6. 9yrn,mwt R 0, P. We! la � rl esmpewieweoarMb N t 5-05 Cement Concrete Pavement 5-05.2 MRtaiaLS r I M.W.l. daU meet the raquiramaw of theAN foUowyt` .c one .. , is 9 Rrelee0 Cevww 9d Rua ASSreSeu 9dy 19 Carr AttnPte 943 { J.Abr 9t4 I n If i11 lain SeWeu 9dI.3 Aephe►eem.nr H Rearenert 9uei 9-0] s Da.el Mn ' Page-SP-SS Rem=Dale:Apr it 26. I9o7 { a p 6 Q@g .QF o v 6r� FAA9si i agcas>ti 77C��3 °O[. 9 ti. Ra'� ��R E• o3E'^FZe : � Ov3 ^i 'a, a g.R ' X98 qq2 6 €Ec. 3� �-s ,Z9 ti � SC Fa g3 age = e • q �@gs5. " sag� � � a a�s �g ,r. a+ � � '� g�s-� �.�y Y65 �." � 538Y �-�. � ,q � s;Fs. � • ��s� a� � 9CC6 3a 6$ F . Riyig at p1`i A �s �' �Sv °l's° n � E �. b' E °4 d`.F5 $ Z� s, .`8 .g 3 � �� R �� tg�g�r� a � g 54f Cmmt Connote Paverrient 5-05 Ca l Concrete Paammd 1 aaaama awed per bueA shill rot aeeed the muds wassail wmpetM Tha compoud ahW are be dihaed 67 the addt1iDn of mpaa{y,in abk fore,as a."on tha nrsmasurtr'e dacdad when, .r be vu+cd on MY ntamter if the ompoud has WYg puts on the tucer became chilled to the caws that h a too viwow for Proper Each .ncmic, main{ machine shill be epuipped with a aliens{of appAcation or if portions of the vdtick have been y" Wvia for wuming dMmatu0y the number of brechem raised rmclpdated from wlmwn. a Mid) be bound N eesNrt Proper " during the day'e operation. 0uiday but t IM0 me be hatd above 100 F. ? :teal All ekmenu of s Wuh dWl be aim.k u.ty and The curing wmpoutM shill be applied enmad'aWYr the" wnwwus!y fed on it. miser to wart uniform dutrtib"n of cautiousAes rem fuuslied and after MY wrplw-bud amens,waur.a{gregaus.sad adarinum has .Issued on the surface has diapprund, or u A ear _ Ra mperin{concreee by adding vast or by other mans designated by if. Engineer. If Mu -hosiou.g devebPr in the will not be ptmuaed. Admtrtum for increasing the worsability pavement before Flushing is wmpbed,the Engrosses easy Ord" or for mcckrsWg de are will be permitted only aivn ryai led the application of Nc curing..pound d m rather wge, in approved by the Engineer. which evwt area wncrt(e cur from the tunics in finishing openeom dull be removed entirely Fore the pavesnal If $45.1(E)C C"SUmction Joints addruesud mover se than aedall a fill rem arms, a shall be W, pacer{of w oar edojoint d for be than 45 obtained bsead of the Wrayusg opermea. All eras am by 1 minutes. a trw,rho te,., h . oat atol ha installed fir..pound Noce subaaqu.l be she s cps"'W!" Of co M wring Conswctien pulse shill tr u shown th Ne S,rdard plan compound chill imrtuduulY ha g�va raw applicatom u the nu All tnnevene and bngnudinal const'"unn join, bull M sPr^ifred sonve aw Nad or muted and ended wth joint filer conforming to Thr compound,alter appliatron,SW ha prdivaed by the Mu.menu of Section 9-04 2; TM width of Muse joints shill Contractor(mm injury for the period of once Mmi6ed shove.All ha IR inch traffic, either by fact or atherwve. shill be "intend u thjunous N the film of the applied compound. I uri Cm unit The Cantrcar mill provide on the job a tuffrctau quanta)S-SJ(I31B V4sik�{esemrte,&C of wbita polyreAykne-hrding to cover ill the psveraout ad in Liquid sambrarre+dirmag marde Coro{ trumpaping she three, lour of mmtimum operation. The shooting -hall be Type 2 i etn the resolved a theinely for the pnteeton of the pevmsvu in sae of m lulrtmenu of Salon 9,23.1 eha0 Inc applied N the Moue sra in or brerl fawn of the Verity"tuprncw used foe applying the of red crpowd surface of de corcrde with an approved wring.m,.ind. Tht prmective shoeing eM0 as paced over a mhi.cai spry n shine TA r G spy log chili dies pmWW fro. the pavement whinordered co rante ordered d In the r mpwifvd by the the wmd with an adequate shield ItMaU he applied uniformly Engineer Engineer the out,of ote{Won N cot more dun 150 eq..fed Artes from which it is imponLk N eecludc traffic-hall be i The aampeurd M dj be applied unth equipment of the protected by s.veMg�f sand or earth cot be than 1 foot N pressure twk or Wrap type equipped with a feed Link sputor th rkneu or by other eurutblc and effective carers The which ensures cominwus situation of the compound during peasmlivc covering sell be places an whet then 20 hours after spraying opers,ms.Tha wrzk atoll be of the twe We type with LI application of the compound sufficient as to properly surmise the compound. All Liquid mmArmcforma{curing mmpoonds Shag be The wring compound shell .r be applied during or removed from the pdirlued cammt eoe[rde pevmml en mmduWy after nNfsh If a becomes .v ruury N lave the wbich leafs de inaan are to be bonded. Curio{rompdiund pavement dict awd ovcm,Sht, A shall be covered with rmovs)shag an, be surfed until the pa-mml has mnained polyethylene shooting which aM0 reason in puce new aeether sufreknl Ilonrsd strength for seafik to be dlwd oa If- The conditions art hvorblr for the appbraWo of the curing Coatraear-ball ubak a proposed remou) method to the compound EsgNMer sued sbea nos begin (be remo"I Personal ,ail the In the event that min taus on she t.-wly vested pvemem Engineer has approved the readies)mesbod. befo film Me the fil Me dried suffic-WY N neat damage.or tothe The Contractor shill assume W MbidiWa for and protect the evert of damage N the film from MY cause,the Contractor chill Sum from sly damage or dune arising bore the use of apply a rew feat of..Mg..poand in one or ova eppbra,enl mm,ml.or procaaes described hartin. N tM affected arms u the race which. N the opaon of the ' EngNa• will rash in • fibre of cueing value egad to du, 545.3(13)D Wet Curird epsetfw:in Ito on{wh.nee As ran afine mtve b the +bare eor1Y aadbc& a Re Contauen of cuMg ao.pomd aleaa ha Oiatribaed on the direrld by L Itiewar the Ceeetraeor esal ease cum 1b wort u•nunncr N wbk the Fngaecr N derma ae the case of dirwt r vemml. suit torte{ aW be rmdpbshed b/ apphution being used u my trnc. ,S0 curing compoud plod P in Nc rpmy lurks shill ha wuhdrwn dirtcby fmm aODbiat • matlafoa fog a did eel y the MW manufacturer'- oeigwl conuinm bating the mwuuau�rr'e pavemml surfwe for • esuimum d seam dale. If wale tome. ead.and ire number ra.ff u ma a Warren,mn(iadiaa lyrbblla{IS acceptable. D Ba pacing the cuMg compoud a Nc-prey tW. u Sprinkling sba0 au( begin uaW elseaoacrde Is" aell shill fir thoroughly apuud a racommmded by the foal sit as deermued by AASIITO T97 are Gelber`approved mehd. manufacturer. Pase-SP-57 Revision Dam:April 26. 1"3 J X.. o x�d - I i 1 a �g 44 a f . 01, 1 i'T- i I- i-11 5; E666Y6e $ 9e ?end$ s6sa � 8 � g fa s`a � ' 77 A; AUU w ESE E$ Y rig ` ga Eli- tg 3a a='3 ° � y�a3r � �' "'9 a t " 9 5 �g 3 � £ eF �;� 25 ��SS: ' a 'F s D a s 0 3 5 y4s�'GC y Z; 5 � {y�a �� 9 9 a g i 5 8 ° 2 V D c d� ; i y d 5 E $p c o 8 8 i 77gl q. t35 6228g1—i .san a B ?�yo � Bo Y�� YX ' y �e g� . yS�F � Eg .�� y` •0 3 . b i � 8,—. E � i sas ag; rn r : 1 JAS 0 w qn �•�pp'1 y 7 �$T� y Ise LS b699 eE .5 •' ym y • $yB F•yE �.j Y $ ns V u J T 9 f am _._ 642 Concrete Strnturts 642 Concrete SVtseture . To asteb6sb a Moduli derWba be s n•uue poet. I by r I the routs of at least 30 pgaatadee mmpteWee laY will be repu'lr d wept at•clad below. The pYader,stall be 6 Loeb ow b7 12 Web tot a an an d sba0 be made.baedsed� d cured tormrN WSDOT Tat Method, 809 k. . .. (Mdad I) sad rand IN smadme •kh WSDOT Tat pwpaaai+ns'Mnpre [ Methods Sol and 111. Farb set of d boat Mt,tear specimeas ahau be made from separate bdcbe,of prvdartim maerete Whin the but twd*e mochas and y a) the production a areate that be made with sicase mauriab and roadtbas o tbar•oddp&W for the proposed dow McCraw .,..:-'• U the pmdud m moerde tnmprmaive strevgo 'hat danpre be{rater tbu w 09W b 0.9 f c of W proposed mover. The standard 6eeotoa, (St, chat be ulru4ted 9 R.W folkat; Pop" go f Sw11U� a2).1j n1211 N1ad1111� ..bete: • mWamabar a/tem•alue • 6be mosma a of d. *pars at b&,A.W.'aloe f*e-��IkMiW11'Fo saotdeo s/ oe iA.idurl im ebe s MI oof F. _ (� al *alto rpurM ti 1 0 7d If We Co•V•rmr'a mmree prodnctiov fuilu2 doe sot lave suffubot numbei of mmprmire tat mulu to meet the 30 tat require.neni n dos have tal rsorcis for 15 to 29 maacutive 1a4.th, .undard de.istion ulc.i td from these rph, h, PF ua"bie tau may be wed if after the utulatioo the standard dnistion b (usl multiplied b5 the sppropr ew forur given the followog table: m6NF Nnmbe of Tau- Facto,Standard d N,Mg Ne Wirt Standard Dr.ialioo IS 1.16 20 1.08 . 25 1.0.1 30 or more 1.00 wM�ygg6T •loterpols-e Ioary for interv.d'ate number or tau ill won oubw by. to ' venfit ..aoerof Fool"in f poorasYt&t` 6.16 �. b. i• 6.Id e• p.1 i6 i 6i 79wasee �M Ir*•s -afitY m•. .. Page-SP-59 ltevldm Dote:Apn1 26. 1993 _.-.,...;tom�.. r ...... _ _.. .. v 6 ON lit elit & al Faa z ; b 6aF 3 3 n( � - n R #e¢ r 95 I ,a a E ! M 1 i $gnaw I ; Sa �.I� aar iZ� > ° e6�$ gjcE ;g ; 3 9 p e6'2C 66� • � 6� �V i ! Ui 7 O. Zeo�€€ fr e�Egig Rv N 7 3 4 7- agv ,, 9 B fi' � Y y e :6 i 4 i j e42 Convbe suycturcy - cot cootaee strucaw, (. I eealyated It mlacnte with aoroeoeformies Wo atrmph iu "we lab Sweet eO7J1,r,B. Peoduou i ofli e. A clearly vbiek Ivatl deer Plate (or pkun) aeeehed W each miler told rt[ym aald ci"pky (:) :be Ir e-OIJ(3)B Water-Reducil*Admixuert �um mmtate oageity of the drum or eobain, for Iaixus {.. I Ce""a"cola,Slip.from Lbe State Pro•Wed ton Design both [Wtins. o(il the mytion"Pbd of the drum or bkdn!,I. '.. lad met/de "M bell uudenellm asitetion tnd aenmj Wetdc Miter and mill,ahu11 Watemmy for tLR,, elway, operate w1N111 Ne up try and apetdmfrn o ldmea late' madwey tleba,traffr and padbtrko hanier,red W "a by dy manufmaun,.My elat" Wheel MY bided.aw mil law,hrlak mocret shall iotlude a orates luias admhtue•. the W[mderm t a Imi.orm nrtet anjoe do,Rqulead ome MY Fa Nee Wb.the Ceotrabor SWld add Inner roducd s•dhb Kltuor rvhm luldy, Waded sbeu keep toe` oomtae eedalridy the maaufMorbl rmommmded due nose b approved by n:iaed AD mum end asdalon"NII h twpbk of dtKhusing I 16e EO[Weer. the wmtete a • uody rue. ON v The :mm�not nay Y leeer ttwk-mien 1>tueh uu t "d reuNmg tdmtnun or a mew the tbov,nquirtreem,will be SBowed W deliver IIIIInle . wmbWxeron w+ter reducer and tbardont adnuavre SP covered by tvah the to ley late pmjea a.be si&anoru En[Wmr'r appnvu. The batrh of ronc.ae ab B be date,ryed Me the Pmyoet ire ^ "2.3(3)C wth-Rauy m men Nan 11/ boon aM the rem e, I, added to d.e t Wa/er Redlurnp AAnixuert mmtaae mi#ure ITre duchuge kme my be etterded 10 ' A high-retraectge water reducer Uuperpleu l^heel may be used hour 1 7/t L/ the monde umperuun r Ito Ilan 7J F 3 W ad Conor-•mvided mW dbi`nr�villr-.yn�lrp�er• M'ban aPPoeval. T .quilt Wire a bsb-nryle onlb reduetd . ,hall be,u bmetN at a pan of be Cootraebr't monde mu dOkYe7'bMr N'hh the a dbisv approval request. N Nr Lem Prro•u of the Eel led b by puuure of Ne mange bdy Pb cad it tebw 75 F, the maximum lime b dacbarse may be atol d W hoe "2.3(4)A Qualification of concrete Supplier, boon. Whet medkbm are twb Wj de mecrete All we, prrimce ae accelerated V7 Nat have brew p.- .Lff W r The lylmm wn<nte bale! p;f Mr raquirc•16ewre lime b dWebars 1 let. the Eosieeer may F V q f Lion SAW venue of an e. tnnual ormfcatton uupuuon of the mneme batch Flee, 1'transit-muNg —iaies ah.J Ix faciLuu and dekve the oament it added m 0,aggte jelet wNm JJ tsootda aM 7 ey The The umfeh on NnwlWn rill �i be mndwud by the Sule.The 11 the qlt 9 equtxnart and Cmtnl-motet to entle.Umuporud b tiuek de'WS OTvqu Mu It .hall mew all the C.'nernmU at amted b ahW trot uederso more nun 2JC mvoldWN of the dlvmWor NTDOT Manual for Wpectioe W CeMf.Wn of Conerwe bold.before be[ie-ire dlecluc f..Jwtbn FSa,Lun. trc auppber tell a `oe ttoll Idtum hbw doh lima, For untnl-mired wocnsa. ore ) t%, the mr or a kaerlm an wehm the mover ah., . ogwppre lie load d time limit What wirer.0 ad 30a an added"der blw t IM b out,ed (I, le rtteh (me, duchargNs unW Nr the cad le NIWOy mired, M additiotW 70 oevoluWm wid be bm his bun mW W for 11u pnecnbed ad m Crete A mums mq-i -`at the rewmmended mains rr..r Ume r!one UW- d be to d,m Sher , mmLIMI.and water F-oo each pro)nl, a Man ear _,Iy, or u requirM, the Cleve bee,he ucar per the drum Shone,mulog time may be Eeguwe" will examine —cn WW as8aton w chuk for try aldoW W If the miler performance U oared W aomrdimce veld buildup of hankrred mmrwe ct"re bUda If NW eomwlion M--[,tiU 36, le rerty of Comtineou u Concrete,Concrete n:vnu a problem.or if the En Manual,U.5 scour IO oa b tot the lot cf 1,Jo,gect o!the burros(AS7M C9a.g66 Mnc> "be mmreee,Slump usU al.y be prrforoud wish runplu Ww Al Comic llmformny Rrquurm em) Tau atoll be mnd.atw a appmxmutely the 114 told 3.4 pemee at the bath It I br an -"rendent lows leb or by a mmmeraul mne.-w M e ducrsod If Ire two"lumps differ by wee dun ou Wlf of Ill.[n I1Cer't ten ,f tb`tealt In 1110 N by a)inducer"leb,the abase of Lhe two time •nub,drys senor ore-ryreaen"L a ww witoets ul Wrrs aquipn:em "hall not Ge yard onbl e F.,shrvW mr-ecmd However the e. the Auhy modi:K.n u 1 mice.a`"30 the meting omv m Nc uubrury egmpnwnt euY wntinlw m u"e if borer min atoll II be kb Nan JC aewlM"or yetil the injroj c, U ao�m' more or smtkr Wtda pmdoce Eau hog btve been Nomughly blended. trump"If..."teau IIIu felt the For truuil-mixed or N,tnk+eWad slow e,the nuwS time Ad wurate production bcdltlu wild be aubI el to �.. b the ua l miser thW be a mltu rlum of 70 bvollttotu u the veelfiel vupysbrw u the ducrdnn of the i art+t^[ •Food da,tsnud by th ma e rukau m rer of the iser un rowG . Venfaop ,nr are , �N"rr 4rcah for. atrtda alak i F.U.—g miens, the mrelett W the uaruu muu my be certi6ctti mS, mceuracy of wmUr me"IdNla(e a; murecy of asrauA a Ih awnukmrtri daisnated apution need A the berthing P—,and vmi lee ion of ate,l r•tnwmum of Jte rtrolwou fIIrW of altod astulWn)w d br Coelnaor-rtevWICI Mott del PesaU 9uaLty, be permiaed peter Iva diuNrse. If Nc . All uaury mu^u Producer beer pkth of delivery MOm Imt miaera .loth re ld devef wN m,o operational kite m Put the v<ritkation inspection,the bllowNs aotioN will nvt,add manor arld-In• lumumul device for meuunenm of �ukeo woes added. AL mtaLls dolma"lull be free of mmrtte buildup and Nc mlung bledet abld mew Ire mAeoLl apol(wuiona of 1 For the fire vloIl a women wamN isle drum mtrruhaurer A w of the [ raJti be d—ot" and mn6svreuon Shill be I, rd- knunr'r bide PmvidW u the wmme 2 For the Sewn.violellon,the Ensuwer wtL jive w*recn lloor"uan and the Sure will awtpt doe com.rete„h a rn[esP-df Reviunn Dot, Apnl 26, 1"3 I 1� 7 X F S Sp it ,7a toy g 3 8 o r • ° •a ^ x u �t i c ° $� _ P F g yyyy q �, i c $ �� 'f��`9 � { 9. ,`t } � 6 •• e � " Eat a:� �gs^, -'�� F � BE ,`{ E F � FF s • fin 3f�5z �� k sY x �� $ �� ` � . 8a5 re S �: °rsX � XF� cg 3 I Hng sss- 1 � 1 F �I � � a 9Se31` a , a 1 �J 3F� � pia Hrs" R . gF` ; a f Fna as . �%« a F x a 'Trjr 8 : dos � as lkhitna II55 J LA L . L..1 -tA c !LLJ Ca LJ ►_i 8 !!E`e.l t..::. Lp L_ t lit lit e � ei St � e � 7Q�� E8a q g B8R8Rev' $cv :� R ' �� 6 R + neC .S' n � n ^ 6 e � A �i 6 " i g ''ssot RR Ea •'3.�"o a =v ease �}' a g �� 6g4�Ra �a.g H �. tit; R6 ERkaE ^fR�x '' g8 ' g �k @ " R � Rsax wig aBFEgs�@ p c �` R�� g �a �e�s �a�6aaRP.�ia �gE� 6" �� a� qR_6 $ 1R a r, s,Bv � z 4RP�e 2 _ R .� 6 � Ir Aaga . gdpp � e6� p.cf S `9R'e6 $� a QAl e ' EB " ' a n . GR.� �j �.k6 to � .e grt • � � r6 .°. ?o C ,7 ct • '�.'.� =ej 9 v': r`e 6F•' a I� aR2�S g G 7or E i yn ' 6�B" S'� B Nv � 9 ` �RCaR deP � "6deAa vee + � n66' R �B E �� R a. o e. "p a�� sg � � °o, Q ��. �`g,` .p �g�^ � waQ�.6.cE6� 6EERA68 �E�fla • sR Aa" +§ eL F°°`b $_ 4 sr � EE ° R5"� aFS A6oG 6eG � AT.6� ao`'�as6>F A i a r g °. 4V'T f1 CJBR R'OeS r1 �jJ6p p.6'6+ 6L6 { KB �R .,e CC .YByk 6� �.� �" g N a alai B 3^gSAr. •._ RFE6C • Gu_ F R + � p � � ��6'�g $ •�►wr� e` BggF_a a• k� Rgyy� 6 �6� Rse 7pRR t �. `e�"ss�3:� gR ��ES , � x° a °��ag �'.a�• BaBXS �.� ? _1� �8 w . �� . . � .r • $ ai • e e8a e 6 cR e.. � � �"6 � r .. P R A _ 6v+ ¢ �,• �B E o aG 96 w RqR 6gi F � $E FR 6e elf fix e BRcR� " FB owg �e'< � �58fR5 � 8gR E6e� 6 4 Ir R'�4o�aspRq LSE nor ARC.' rA6 JF`6 i Y fa as:_- . t r. 6.42 Ca•.yaa CU Kttsss 0-02 C-aeMeSWeLaa 0.9.Lca :Je ner i• Wer+ i-asroewyhap-b►.wserp gmi.L.wJwd.tr•.i •AO Nerrr4.vR1 Y'streatment Im thas 4%than a rejected. is M as ws I devtst<Y mew W she air twteet and slump wahu as - fi` due Yuen IesU-g frequency quantity,tar pay(nester shell M she product d Oe Individual pay factors. The following table am .pried Ym the product of pay factors m be used: w�aprwrra ab ��*-.tidal .s PRODUCT OF PAY FACTORS F0 A di �tiarl�wP�Ns 0.9910.99-6.96 0.96.e.66.d.n ...a. :`. 9.991696-0.94 d.90.0.75.0.72 Nipfti7oapYedesd.6py 0.981 1.92.0.90 0.92.0.92-0.93 an We Wall down A C96 a 044 9.92 0.92 a 0.14-0.77 0.90s 0.79-0.76 0.92 a 6.75-0.69 --+'It 0.f6 a 0.%.0.92 0.84 a 0.111,11-9.Y1 rolmordrl-Is-PW 0.9f•0 42-0.66 0.01.0.79-0.63 ir 1 h, r.ea mow my obse,,e any d the sampling and bmtin0 performed by Oe Ea{ieess. If she Contractor obaerees a ierietion from the spedrd sempang or tntiog ...Y procedures, the cootrector shah r.rbenr describe the eraa�raco' deeietiom obse,ed to the En6ioev or Is, desi6Yud Ns- 04 aesr an'e. rrpmeamuee immedictriy,aid shall coafvm these uhev,ed de.ur on. u writing to the.alliance within L bun. The . Engineer vW respond in wrhog witb't three veorhaµ days of List receipt of the Contractor',written eo.nmuairatioo. Coaree nude in sccoraae wits a Contractor �yw :.y,,,,,g pmvWcd r, design will be�ectpted bond on eooformamv man air m the M :anent p.- .emperature, slump, air content for `^ Concrete pored above finished%muad line,or as adjusted be FIRM PP ad 600 fm the appropriate price adjustment for al, mutant d"Liwe :,mom hmsfnmm Aeq My' yp and dump deriatbn,and the Ipt,ifd compressive strength 60mp6md 4.t at 29 days as trod and des evalaw by the rule. Wro me The State will conduct euepuo•v tesu on commercial coocreu for t®pera.ure, al, coolem for reserve placed 64o{p 6 store rinabed ground line, and dump. Ameptaoce for ee141,404es440 0 s commncial concrete wiJ be based oo means, for -ev-IdB Is per 106. •e rNulremmts for temperature ai control or concrete placed ae{r-ebewtb vo above fieNbed ground lice, dump, or as adjusted by the appropriate prise adjustment for air mount deviation and mass am ser slump deviation,and the specified Compressive wrmPb at X . tab day eestr am IN at Wd sad We .a Acceptance of mauve cud,is accordance orals a Stara tasA 1.11 PmvWed mh design lain be based cm Conformaar to the IPeraiod nquUemmc, for proportioning, tempecaturc, al, pea A m concrete for ret< plated atone finished ground Yee. . 'w stump,ar as adjusted by the appropriate price adjustment for laad .rnam_dla.oraapmNw .j al,motrot deviation and slump dnlatiun. reepsessttw (I is Wall samuld alse-vents PI usual r6sen .1 It a-oa.ed ifCo9laak' e'y Wdieerr7+svddwwfaad ril an tic all Irspit--6anwm.etrYwm ilia CsaaYaMaevr• 6o}uaad+ Pp ml far pwmaee-rN-fw+aanattdv - d-w i anFlmralrwv +l..-ter.lRwdu.r d.pliw dr,66 -Mm•du Ow�MmAeU.a6a... R 4 a .yyCoyfwesm"v " 'F Anil "ih"'""u" to do �oae avaha.0aLeat► A-i^-r.toaaP -a by W P. a Isrpu«n.-n- be am.prai...d.. PageSP-de Revision Data:Apti126, 1993 - �yA i 642 Conaele S:ractum — 6-02 Camels Svwbrea �, �wr•,r,-,.wd•yb,v, P.).1 Adrvcunew.to OW(f c—4)U."Q "set f sP•dfimmi aeYeaems,essaprvadse aaeasth m 21 d.y. U.P. ask tnalrM rim P uebk yard for the eras o(asRotle YwhdMJ Q Voaadty dwvre use t sate it d saaeWate tat based an Ibe ragedead (re@rmey Or meeting, f Where thr 5paifiudom durpwte movedfor the star. on•lump rum bui..the urdt price of ooncrre stall be takm as -IF a-1Y S300 per cubk yard for wwretc Cum.a0lq, 5000,adyOU b . - For,nano CW.7000 sd mrrm,ereW wncreK tt,a Wut PrY.n ' d-02.J(S)A Rejatirrs COnatY for don,.shall be&1"1160 per cubic yud -. Pejaton by Contncmr - The Contromr my prior to umPlint.eka W remove any delddivc runts,vl and reyl.ce .1 6-02.J(5)C Sta4 Provided btu WWth Conaele with wide aw mnteruI a dte Contr1u,w,. ..Panse Any sucA haw NOr�-C.:.1fOrminp vt(MgIX in nterial ww be umpled.mind,and ev.lusted for aaepaanu Starr pweided d. de.lg placed Rclauen W,thCOI 7uws - 7TK Fnsinar, prior U. maf uuO due with the eperifautom with A 28 da• .•fepl.ng,may tejai any batch o-bad of mecrac fen aPP:ars mmprerei•e at," Ifc)wbicb faith W wet the epaifed 2g defecdvc in comPOobul+e-skimp:"Is as evident Coolant or day mmpreui.e Werytb (re) uW be c aluatd b1 toe ._ uggrgaa prt.Janioas. M.terv.l ajated before pl.amem.hall Engineer The Eoglnev ao a the CoOtnctur shall snits.a all the nu be-w P;mtul m the structure - production ra0rda, We mocrtee prr.duar's evlifa;ata of 642.3(5)B Concrete With Non-Cortforminq Strength mm ce engtpLi o .1( Wtbepl maot recorfma d, f •Weeao moderate i Conu.cur 4 n Comm, producted W aw rd-Oe wth e 9 and laud m mafore W the epeeifr ®m d requlru. prov,ddu m dalgn r-wmfeemial wMfeur whb a mid frmire produced Pis srngth Ifvk-whnn (.ii . man the spaifid minimu,n tb Stan NI aaetN ea toacrtle. I(, educed with the wmpradw, nrel,glb .t 26 day. VC) eMH-di be wnluatd b pe Kd rryu'vemmt r wu a0t placed W aaordaocr .n...--dw-.tla^itlr'Kei•""d""'I'e -Wk.v-for aaeWxru Web We spccJ"W—, the mosses Y question will :e folbwe: eralu.ud as mousses wlW m W-a efurmlog arsth W I if I fc- (c)is ese Wan 60 psl.the wncrete will b< auo d.we�w�Section d-02.3(l . Tows toe rector W We Contractor W the •weptrr a b<ut th mnfornna ad no pymentopportunity 121 day--,..preume eteeasib. if th tnetmem shall pp' f e 1 fc— fr l value b bw«n 60 and SW pu We 6.02.3(6) Placing Concfele Engmar will. 7be Contmcur.hall r,nt pit.romretc 4 a JA , It quo^- wmcove .moss u no •ddi4ovl I. on fwrsn or iw-coated gwurd or subyade. J aapemc to dK State or 2 As.mat o: on I aw furred, rarlo nng aml. b AMa.-aoep tAc wncretc rvh • a.kul ted amqural aul, wduin, prec.at m0mbem, or p.ymcnt djuwnem. mmtruction join'. 7. !1:.r t fc -- !c )vela v griter dKn 500 pu, me 7 Under onny conddioiu• pt•cins of odn m shall be Engmar+ill stopped Won she c K qutity of curt "u" is • Requve dw w.r.ylae Smmovtl and aplacement sufficient b.ffm or defense turSea mortar quauy or rich concrete mmWs the .Pw,6c.twna a ne uua•Bow or wash of the c_ncnr surf4'e, adAViouj eapena m the State.or •. W any Inunduan Until dK FsD— W apprvvd as b Requbr du a, .action a no dditarul eapen.c depth and chaaaer. In the Sate,or S. In my form until ft Ensuwer bV•Pprovd a and Accept d tiK c. AeK wnera r rhea the fmbad product u rim . 1 of any rainforcWs in a'.or kud to be aeeepuhk (^r We "am" purpose. 6. In any work are rSm vibrvmtu from onrby woA _. with.ubuctted pYTmt adjus•.feent „my Mm the w,.crac'I I "Sam or nratg:h. \LTere found •cuplbll w1101 wrroctive Coon, the Whu, a 'ourdatbn e.ravaom ^nateu a r 1. We quantity of cO rea repraa,W by m soup.ncc and that Gib Cnmac.nr shall pump a d7 bcfoa I oor¢ra,e If d,is u mm dK apa,fid wmpaans-MnOwdi he suEja,m We ieopossibk, an underrcter do comu wl slum" be piaoed dKl folloruc payment adpu,r-1 'rI Pdgr-SP-65 Bcvuroo Date. Aonl 26, 100J _J _J f i `o [ � .5 �5 0 � E 9� Jr ' �_5 99 � y Y � 3 5 5 e` 5 5 .: 9`oa �5 9 1S 3' 6 = `° •� � 2Lz 6` 8 iSe3 Yy ifl Fill 3x� SSSog � ga gg� ? ig � Ea9 �.gY� 3 l � � � � � v g� s2; 2 � 8 $ � 8E 2LL�a ' 8 R2 � •3` 3� � 8 8 E �'o & � 6e BE 3 qgeJr �C aa � �,ssaF $g ° y B ° � s � '� 9 QEED ? Ugg 5`o u iixsi r dsgo �.. ° 8'� Xig 9 E Sat9. $E� b§s C n § �JSa 'd . i1S �58 8 � Y� Y� 888= Ss�8— $ v 9 Ys aa� s � Iz Ez° w 'u ..... �, , ,..... -. :, I ` .•' ' , war s . .r "� t6e3 C«amte Sbvrtura 6-02 Cicalae Strestisma 1. Remove all Is,W edgmp walla sharp moY or ah—, -, P I6~ 2. Fill W holes v will mortar. 1 3. True up wrnen of openings. G-02.3(6 C Deaaaler ng Comae Few kAi S(" C Retrieve xcordle pwhlesanS booed the sue su.--hoe by and Foundations Onmg or poWm;; After a minerals, soul a oonswcfed, the Collector +hall 5, Cover the barrier watch how", qu1Md blankets (rot ,r pump the water out of the m0eedam and place the eat of the burbp). $, concrete in the dry. This pumping SML'nes begun until she seal 6. Keep the bWdeu continuously wet for a bast sera has act enough to wiinstad the hydmawic pressure-comully days h in ain three tan for gravityreek and a.alas)ten dare le- met -a Tba Con . or may do the fitwhing work down bd Wps su cocontainingcontainingpiling The FEngineer lay extend U.ae among 1 through . above outing Ns, "+comet the .over. dayl wring period.a asure actuctural safety o. m meet a condition of th+ period if tin awe berries•u keg g aeork my bcampt dse t Wii!9 open' malt wh w. Othorwiac, ro 6nuhing wh may be door inn'a r If wo,._d crib.vs,used to Rout hydmwdc pmsum a lent ten day.allow pouring .... the bosom of de sal.the Co.=,.hall sseNr deem to the AM the ten day wring Period,the ConJa[mr.hall eaecov, foundation saal.Any method wind(such as dowels in key.`ttill from the barrier W (cent-calorie agent, mud. dud, said suer tnn.fcr the cove weight of the crib to th,seal foreign substances W tither of two wY., (1) by no No pumping Shall be done during or for 2c horn after sandblasting and washing wth water,or l2)by ."taYing with a concrete plu meat unless done from a suiubk sump high-pressure water jr The ester jal equipment shall we clean separated from the concrtee work by a watertight w.p fresh water and sMU produce/a to.wade)at bin I.300 Ni Pumping Shall be dent in a way that risks our any chance of wan.discharge Of.1 lean then gpm TM weer jet coal.11,11 concrete being arnN away have a 23 degree up and shall be,Nld no more than ewe Inaha from tie surface being waslied. 6-02.3(6)D Point of Acuptanct . Ier ck..ban.de Comrauof atoll we brwMs so rub I Determination of concrete properties fir.ccep.nu win M mortar into tir Mks T1w morvet small crevices on alp wariness etugt the male bud on of co taken moo ..arty rej.meN the brushed up. tar shall consist of one Pan ponbmd condition of t1.c cncrete a placed u.the forma Any placement xmem(of the same brats used intilt co«reel and one pa*t wine.which,lo nixntione ahem the speefed properties of the clan, fire palter sad As soon u else whom: takes to bdr co«rere will .squue sampling a the discharge tram the m' the Contncwr shall cob h off wkh a pker o'sacking or placement system. Concrete being placed through a lessen, arpa The framer still ham be coverts wash win"Wiseta br as system shag tse acgsted by testing concrete simples from:he bast at horn h No curing compound aNV M sa on fixed form contrasttrackek lkehsrge. Mm N cr T com ted ple .Irftu of tiec cororete shall be oven m It shad be the Contractors of on, fresh n pc in color and[cxwrt. adcgwte old Rpraerwuvc sampW of tic fresh coof co tO t location ew,"W by the Engineer for the .8 of concrete Slip-Form Barrier propene.' NW m+lu to of cylinder.pawen. Samples.hall be The edge tier shall in formd by a radio new i ireerd inSeonoa 1.06.1 and 1 O6 2, strip.to the WRkr Op forming. Whim mutually al ablc to the pate and the Contractor, The Contractor atoll finish aLpfone barrier by. (1)wrest soers&n« simples may M taken at . kration other chain th, troweling w close W surface pockmark:and bo{u,and(2) for Peru Of discharge no \ItenWn Of Concrete properties in turf..bamicr, Aghuy brw.hiteg Inc from and back Uses, passage through the placement ryvetm sMV M recop d in with vertical tuokea and the amp surface wdh uawvene aWkes. ,alynng Rauh of such simples mu m 0 'eemmmg accertanc. Alter firwhma, the Cemrsew, dwall m.n the skpfomt of the fresh wnmralc Mms,r by wing tehcr method A(curing compound)or B(wet blankets)dean below. - 642.3(111A Curing and Finishing Coeterela Traffic Method A. Under the curing compound nmioa, the Contrsm,slull atd Pedestl4n Harrier I. Spray two coat of clean, ehlorinaed rubber The Contraaor still supply enough wine, and when to curing wmpn.W(Type 1)en are ansnets.urtau art and fuwh concrete barrier as sequined th the wawa«. Unit a6cr tin fen water how disa{posind ([Overage of comncs price.hW:,..er to scrota and finuhm[m.0 oombued mars .ball actual a ban 1 Gallon per Ft.d-Fors B. rier 150\quart ices) The edge:hamfem thaB be.formed by attaching ehaafe, 2 No Inner than the ramming show applying the ..ripe as the barter forms. wring commund, cove use time: with aware. _ Aber troweling and Waite . Miner (whit, not fomu rtdrc:ne shaetirtg for a too Ise days. remain In pk«),the Contractor.hall. 3. Alkr We ten day curing period..,,it.curing 1 Bruah the cop surface unit.fine brink bntn. compound completely by light sardbla we or by 2 Cover the top surface with heavy.quilted blaNets.and spraying with.high-pressure weer Its to produce 3. Spray ester on the blanket and forms at mterva`a then an even we rf.ce \ppeasance The wVn jet can,*an keep them domughly tea for then day.. equipment atoll we ckc. bed wee and .hall Alter removing tM forms,the Contactor shall Page-SP-67 Revisicm Date Anr1126. IW3 f gig, g,-- s sII � o � 5s. g RRr �r7 d �gg gza. s2 = � �g S'�[� 5 ► s ` _ r Id s l r gam" t s t o �! : N A EI - A � c3Rt nE � xE "cat t � ggRk x >g $ g 6 � �iie 5 a a p I I — F€6S a 8€ E�6 sg se � � •� s � � � S fi[@g :.� 3S �ip ca Cn3c s F}R �ii Iro b sg .t a et ecex pr C F �ytl v + E vi CCC p c ?ii yy e 25 s F f 642 Concrete Structurss FO2 Concrete sumcb a owns or Meede APA Brad.B-B Ryform Chat. I or inches puma 76.e purthelu-hall o.ur M Iasi every 12 feet 9-C(Group 1 spans)my be used. Under Into option, horvonuBy and every a fen venially. lac portholes will the Contractor shall provide for the Engineer'a Provide seems for voratin&and vepectu,g the eMlerea a,at U { approval a a foot sq...sea,panel of concete formed plaud with the same plywood and mating as propo,d se the Round column-or rounded parr shafts shall be formed with Juno Put-. This P:ncl shall uwlude one form 1." s all vuPprting meal tail form or go,in ode that ass. a -tong u e.u.11nr The Coebac e,shall apply m,uig W oath,mmpoalnng surface.Wood form-art not pmrused murial,smo,d.S W the asnuficeow', aunwUc•n., Metalfame shut not usual u slsewMe ba sle.the Fngin.r before applying ehetn"reamer agoU 'a amused with Uw surface and approv. in wrong TM 2. Other Exp..d SurSo. W tow th( osa on saMc ad Engineermy withdraw approval for nosh bins,a any here. If Pedestrian bare.) - Plywood used to fort these pmtiod W Lisa a combwtion of .it and metal se fnmu,she surface hat met .r e or closed she raquirntmu Of APA Conaanr shall mat the form an that tM ante prop-ed by grad.o-B Plyform Cuts I or B-C(Group I seen.).If the wowJ hashes We n.W Aluminum mall sot W used one Ise u has then B quality, the B for hoer) face foe meal foram. shall comaet the concre, For dung,pulp.-.. the Contractor sham aw. the sin T. UnexposedSurfe.,es (v-ch u the undersides of veetical surfaceson"resr exena I30 pods of pressure per roadway sluts bars- Arden, the werion of hot egeare feu per feet of depth. He's , when the dq,h I, guidon,etc,and traffic and pedestrian barrier when reached vewre the nu of pfaccon a,controh site premuo,tw .urfaw will ..,a an aohkecwol Milmot) — followy:g liable.ppb.. Plywc.d used to farm these aurf-w may be APA grade CDX, provided site Contraaor ce P6.. ,.:th Rare of Placies V...r yp pet Spars Face far., stress ad de0muan raquuemem easedehrwhe-m F N Teaseara, of sceas a K,2 twee Spec'&atone. saw .al plan. n. B t N eiprd-arfaK ahYt,r n a n.f11o11{aI o, _(I b t • OI vertical plant Bus'n win&w-W and Wx-Nen.,rode A•e joule ice . ........... rc as m m m shall be pulsed st right angles and parallel to the m-way grade I-.................. as m m ew m d Joint,Parallel so suds or Piet shall be Wrkd by a Mad or Put r - ................ 'r'r m m To m Joum at right angles to suds and puts sown be backed by a stud ° ""' "'-'_ hpc ,a m b, are or other back.&the Engin.r approves P nM eufar Woking a .. `.. Lao Liss ra m Ice u not require0 ref stud-or out,art apacad. ' :�' ,ib ua m toe I. Nine uwhr tree d.Ienmr ad.vend With 117 inert a ...._..._.... h m ,�o tide ." m _.. plywood.or e.__......_._.__.. team ,a to Maem l Lee ream la ,._ Twelve etch.or lace on carrierarw covered with )/t 4b _ 10 6W k ,b en plywood. The face grain of plywood shall run perpendicular to suds The Pressures n the be,c table her, been increased to or jouu unlm. he.ahc.,on the Comoro,- formwork Provide an stournce for she vibration and unpct Pmm sod approve, by the Engineer Proposals to deves from HorMoml snrfaw-ham--Ppn a Pamre of 160 purls Or perpendicular oncnauon shall ba accompanied by supporting par squrt feet for each fees'Jf concrete height ulcufaseon.of Uw stresseg and defkrii n, All a-Broad corer-that be baveled T/e utehes However, On any raining Wall that bllowa a Wrunnal circular traffle b..i_n Iha0 not be bevrkd unless the Plan,require it runs.the wall some may be s aries of anon chord.if All foam that b a m.naroght u poesdle wish no wser 1. 711c chords withto the panel me dw Lime length.aakas sanding i•,them u the cone,,i,plea I. otherwise approved by the Engiass. The Contrac or shall apply a paring compound on forma for 2. , e chords do not vary from a Fee curve by mom tan "Posed co urele It,faw. 71- compoud tall; be It Idrem,,al V2 uwh M try pone,and -Ina agent that permits the foe.,w eepaene eWW) hem t✓ 3. All Panel pun are on the one curve. coheres.The ce-mp+und shall not putmsr or win sit surface When, whaecord treatmem t, nquiW, the angle point and-hall rot,tenet din or ether foreign mate Aft"Ilw form- for cho,d..will pence anal fat M vewral wt'cM'un P'nu are eemoved she concrete-urface IbW be dun fee ad have a For riposted -uruw of M., ma, wirr.1h, piers, uniform-PP"—'- The Conbaro,IWB apply the compound It otg reuvdng wails.and what ru,the C.nlncwr Ihat Wild fort,of the rmnufanunr-—inure W t,ed was W Produce s.-fa frec e pal oa:atmat314 Inch Cock wish as o-ha uds ore than 12.win tin .winos of du- P action ad yes provide easy removal of the in,m on ceosr.The Enguseer may approve reception.,but de0ecuon If an expW Weerase 1uAsct, will be sesid, to raiso, o:the Plywood,Md,,or wake/lash new.Ixc.d 11100 of the sgw aLt nit cousin u1scia a main [:fort applying the agent, Ipm for 11360 of site epm for wxxpW..rise",Including the the Contracor snail pmvidr the Fsguwer a r'eoo m rmmt botsem of the deck slab between girders) from the samufamnat Mating whether she min an the base At fern PIT Ined Ihat ba M least In inch Nick eaoeps on miens,u silice.or coo-,dicone /Morph&cured surfaces iMre,the Contractor nay use Ill inch The Conan row Ihall submit to the Engineer a supple of the Plywood If a as Wcad(a ly wit,haavw,murrul parting compound at lust III working day. Wfor u uM The tie f-c:1 of fomu for reuinag wails and sloping faced columns over 12 feet high Iha0 uwlude pN-Ir. at leas n' .., Page-SP-69 Reva'on Dam:Anti!26, 1993 y r V Fy Fm i 4*1 f• momi 8 fLk72hr l a9133 e` 8] ' €3rE � se9 �s a 1 °� p[■! � � p o S F�{jf�•� EY8 � 7 9$ � _+� ..9 7 5 .6 �� 9 Vi 9 $ 2 G i Y 333iii n I y ■ 5 d 5 @ 5yC i b EIS IMP C 3 , 22E3 � egya`5 j1{z " AI 4 ` � 9 t`'. p -"��'.6 YY Rg > > ; EE ' J € J V E a e5y3'qC,� Iir 3"�Z �gS EE' $ ' ssaI � ` 25' b $ I -Za- ? X � C g$nii� F� ESsFa ~ e5gg S ?}�' G Y z E �`° I E B= a g'7f 8 ' ! SSB fYBB. g�, 'a� � .S� y ? y8 . .€eo`+P rr� yr+�s -g5? z.I8 .6s� � g? Y 3 �Se n� k�$ � L� 5srg2g� 85i � ��«�Es3� s 88 . ;8 S c h v 9 � 9 € � 8 5$y}Pary `a�qs s5� a9 � c 3 i�� gfg CS'aU3` S� 8� i e yy$ y� of i �E ggg85fi�y Jg� N o,• k. H p pp� � „ 7 y29 • g9E8 93 "3 $ � C�� E'S� $ .� € a V I 7 �xxKa'O B.6a S g ¢ 8F4 'tF �$y •fir J(+i to d d • g 1 E� 3 .5.¢ C di 70d.tl'� � S2u - " ^ 9 :? a � €5 — �� :. e €.nab �o � E5�esPE 6-1 Comae Struc'tues 642 Cooaele SavmBs 2 knuku my oomm,wow 6 beha of 1M rated bar w: ]. Faun, by mwg ',pr,,,mindre°n[ rnyom or 6-02.3(26)B pro""h.11 Motor"MM, auroble moor. duet Neel lrmperuum never TM Contactor -hut peomet ainfonwg �1 6om ell exceed. dtc mamnrum teopawv MO. in d o age When Placd ',to eh[ rt7ue[ure,ow Heel dull be hee Tabk 2 Mkw: bout din.bore roar or n01 mu I., paint.oil,and ouee bnr[n < M.. . d1e Neel k opOrdurc wthin the nquued come,. k, range -low w Tmk l Mbw doing tM mwc W'hm tr p dog, Norwg, Or C wb- .Ling in clot t:: bmdw[proeea., pnalmky,w bodies of uk rater,Plate and ePO"'eO`ed met ... 5. Apply two Mal tip..M.1a oouly m Oppue.0.of rdaforeag ar shW be kept is encbaarea eat Pneide bar, larger dun Size No.6 w auure a uodOm+ pegstbe from the d®nes. tenpratua dvou9Md 111e thkkl o' of the W For If plain or epoxy rOg ed noel relaforcat bar is e rposed Size No.6 end mailer ban, -PPI� ao hem Up, if u au.,mpny,or fag Wet may coed.u8,h Mall be Dmbed with freab. w prior u macnle plmrmVOL omeamry. gw,m rp rorccdon for reiofoawg mwcl 6. bardAppl the Acat forto •bog os of barolur-i chitin the us wW ro m c r tow p bend mro tlrc mUrt Nkkmm of the bar-urcludwg to dot will emmw[xpomd for•IengN Of'amc,tM CcKnaor.hmI <Mw,-mcbe,We nquiaa World mum. prowcr Ne rewfonmg Nacl. 7 &rid immedlamly ale, tm nquirM menpnture Au 1 BY clranb eau Of and applYmg a ea of Paint Formula been reached. No A-9 73 over W exp.ed urfaoto of dot,or °I g Hat at k., u much of the bar .. Tabu 3 W] . BY charm[and pmwg pNl FOrmul.No A-9-73 on W flat 6 inches of We.mcl ban peoRudw[from dd ..I ,squirts. [ 1 O0 knc 9 Locate the Aealyd .action of We bar to Wlude the nlee a am roveru the boa wiW P°Y Y amv.bmdbg,a M;and film doe- a of I mi . 10. Never cool ban W&ally win war. forced eu, or 7yte pint mbW eve•mwimum dry cu[e mom n 6-02.3(25) presu"sW Coret,'Gutless 1 TWk 1 TM Conuamor mhaU be nquued w perform quality 000trol goody Duoaden for fmld-Boa iag R16f.nia9 tan in.pecuon. The omufsctumS plant of peutru-cd concrem Bead llianda.'Bar Duane,Rena guden mall M cervfied by U. P,%Mea- Gmd cre Wwuw'- Bes yu Hr1 Nd Applied Har Applied Plain Cenlfta'Ym Plogam for the type of Tno0or member w 1 M pmd.md and laB be -pp.v.d by WSDOT e . CeruMd No a,No.S f6 W Pemnr] Concrde FWeirulor prior w the Nan of poducuon NN e a WSDOT c<nlfcnion will be g,nad m,mid rMw.,d during,the Noo 6 dhme�-Ne-kNa p Na hmaora I Nmud prow.ed plmt avicry W appnval poem No 10.Ho.11 N.h..d 10 prior w ma dart of production of gkder,. We Contactor Tablet mall advise the EnMeer of the pmduaon vJmduk. Tut prdmdog Tspraard for Hd6Baadbg Reef-nml Ban Contactor ah.D give We Wpocur nf[ and free ewe'w the Twpomun m work if toe Wpecur ob.ervee MY W-PMdm"on work or Bar So %Maw Ma®um uruceeplable qualit- wnwl pntocra,:,m Wpoa,,will edvuc W Dlanr manager.I(,,c cor uve aouon u rim ao"Tmblc w%he 1350 Enguw[r.Nc guder(')wW be ayccrcd. No.S.%c.6 I,SSO 1,e00 Th[Sum Nands to perform Quarry Amueenee WpectOn I Ne.1 tw No.9 1,eW I AS0 By but..'[coon,W Sum wLmd.oNY to facaaam tls wick and "r I1e50 IAW t) the quahty of drm wrk.Thin Wpouion-Iran not shave g µ14-141� the Contractor of my ropn.ibiliry for idennhurg Lod"pkcing 1414-4114, a-o "+an +ANi defe u,materml mrd weknun.h-, Ne-W,N. i�06 +.3w The vafioum type.Of gudea toe preomeomd coocate Girder - Refm w pevtroad TOWS oec<tem guden baludmg Series W62G, WSPG, WS[G, ud ( B17eaNm Mr ImrPa w be Hood W71C 4,66,,-10-dd+*-Zirdcn,bulb toe gvdm, and dak J I u-rw 6l.mor of is MW bu@toe guden nerd Angle Bar Sue 45- 90. Uy. Bulb Tee GWw- Refcn to -bulb me girder or a deck bolt c girder -... <„ a dr,u No.9 lad 120 150 Dock Bulb Tee Girder-Rcfen to-b1lb we gird[,wiu. W lu Na hnvmd wp Wife de.igoed w muppn t%fhc bad.(i...,without-—1 No v u meehMuoaU Na.10,No tl Po 1W Na Rrma[d in.puce deek). Thu type of Dub We girder Y connected w adpcent guden m We ob au Page-SP.71 Rev shoo Datr Ann]26. 1993 f i 642 Cotmaete Sw tares 6-02 Con n ete Strucpves - f®puawre Banks Is Section 642,(6)A 6o sent apply to 6-02.3(25)A Shop Plans Pe ed swore,trdrn. The Plant.how 6m,1 Cold".an:!snob for pnommosW Th.C..",or at._use avuersured ooMntc On tSe ensue (order. DcruWns wsl not be permmsd,"Copt so specif.sy mal"Y duk flange of desk buUrta gaden allowed by three Specifiatlou and b, manubauring pmoarts No M. Isla to /.,reds! on Intel sg/an PnsWe"o- approved by the aonu':plant a'Pmva: me Won.Once flu PnWsumg furl has bete B's"d,ee self' The Contractor -MU hive the ,—In to fumah Sena 0r Pea r' L/or weld,"s"U 6e wine en 0,forest or Butsteel W 4GI4-prestressed tonerae Strden win minor dumuro o. al M sin Buster,oeep w s w,&d, d le— from thou shorn M the Plan' The 2 S/h inch top Thr Contracor may form circular bbokaus M the Sumer ,—Ir toper may be ncduom 1 SIB each,and the 3 mch web top Owges In raervc (Wervnh hanger rods That bkckouts width may be Masud w 6 =ban o'er!mansion of Iht shod Sirdtr-hall be ad)atW so o.eesary to woomrrwdas the about 1. Not e..Md 1 inch In do.,, we11tIoned 'fWga If ranlonmg cal is adfWmd so nee and 2. Be spread no mar IlW1 72 slam apart lalgR Amauy bock arms w pmvdt the ekarvu, U. Plans rtquir, Uu on the girder. Corraaor roar change the wide of the ad block w 1 fool a S. Be bated S aches or ewe from die oensiE,edge of t ""bra The envsnll height W 0nte width of the gorier(hall the top nonge on See. W'42G, W'SOG, and WSSG nem'n unchanged 4ttieag6-Nyvden and 6 inch ,or more for Sena If the Contactor elects to provide a Series W76GM giNer +1%76G Borden,and Wall an rear ssM web thickness, shop plans along with a. Be lo.W MIb.1 foot S Mcha of the web eenterboe supponinS dagn calculations IMU be submi nd to the EngMar for bulb rot Seeder for approval peer to iuder 6bnation The girder shut b' The Contractor+toy form circubr blockouu ter Inc nmr- daiplW for at lout the some bad arrymg rep ....as Ns order --be It, ..Ppon brackets for radwy Wb faluwork Thre. drown In the Plana The lad artyMt apacity of de mold Intel blakous ehAU rk-kmarntm shaU ha the tome so that shown M the plans 1. Not e.cood 1 Inch M summer, The Contactor ,pay aber bulb Inc guder dunusions as 2. Be'psond no more dun 72 trick.span bnptudv,al'.) sPuihW from that Ihowo M the Plane if a the{order,and E 1 The girder hu the some or higher load arrpng T. a.poses moth u so to clear le rydre Mintomat and rr reptant, lwung eunut AASHTO Design prestressing peel. h Spusfianlon). h 2. The Engu.r approves, before the gorder is made, 642.2(25)1 T61ase'ca wtrpku design akul u.ns:or die Border, The Burden(lull be f briatW a flu,. in Plans a d S _ . The Contactor&dims.0smiotura to yield the tome IhaU maw the dunaumnal wkmnas hated below. Anus' .. r top of roadway ekv.oun shown In the Pbn.. aecepuna or reysuon will depend on how the Er2aar bcb'vc. a. The depth of the Birder a not Mcruud by room dun 2 a d'fut ouude three tolerances Win 'Rut ekes rtmcwr. e aches and is w:dartuW, are ngth or sppesrana S. The wd N knees Is eon.crested by more dun 1 v,es I. Luph (ovens). a III Inch per 27 lee of beam: sod a rat des.W, luph,up In.masornum of 1 Inch 6 The toprange mwmuro.okras of the Border a not 2. Width fang.). ♦2/9 Inch 114 It root by root than 2 aches, pmvidMg the top y. Ndth(snood weh aeaion)'. - S/t inch..Iles Mtn h:tge ssptr aasan a ,lccrn.ad s eormapondtof a. Grd"Depth(ovenU) ,31:/inch a m.,um. S. Flang'Depth ♦ lu Inch, /t Mph 7. The top Bann, raper depth Is no, Moused by room 6. Stand Posir m'. 4 lu ace §om de center of gravity e th.n I inch,and l ofa send troop snd a'f dividal.oand t. The Mrwm lunge wdN a not trwlatW by mot than 7. LOntlfluuluetl Poswor. of the Nupmg Pomf Inches . ♦ Is e27 n- The Con:naor tall pmvide four tap.or Inn,.bap pods g. Barng kra. (sour mesa. w bum ad) a I/a -' In the Engmt•.r for approval. only steel side forme will bt Inch - apPmvW, Inapt plYvwod form. art temptable on the and 9. Bam End.(!nation from par or doo.goslW Ikew) buBhrad. Approval of fop plans n.n.only that the EnStmor, H.hsonul. = 1.1 uwh hem w 4 anurWe to weeps the methods and mttmals. Approval does not imply pant.ad, Inner dimu.wa. Vertial. 3 1A uot,pa foot of bum dep n 642. anal 10. Ba sa ring A Deeianon hum Plane(m Ntgth or w,&N GaSfW ofbang}. 1/16i h BefO".tag girder,the Contranor shall have �ausimo 11 Sump R'wlorutg Spacing S 1 arch If an grrov W as of.hop dnuinp 12 Ssrmp Prnfeaion hem Top of Bass,: =S/a Mph AL'wnerete mines w be usW.MU be pre-appmvW In Me U Mdd Seal Corms Cover'.-119, +S/t inch "DOT plant an Boutwn prose, and true, meet Mt la. Ofhe at Farm Joins (deviation from . aright Ifne requirements of Swuon 9-19 1 The tempo :tore of the eauWmg S fore on ea.h lido ofyeat) +1/a Inch i settee rebel Placed sb.n be bamnsen So F and 90 F. The Peg,-SP-T. .y ,k Revision Date Apnl 26, 199! �J Awe diffillilbsca s I . J �)Bi 'Z . a e p 6-02 Concrcu Stesaclures 6-02 Consternate Structure i; IS r mecd Camber loran GWcn Spent. Sp mvus tmurrd o ptra u M job roe) 6-02.1(2S)F Girder DdlMion Fen I.eWsn 1/6 isb Mr to fie,of assm us'o The k'uu.racvr shall ebek and ecest, 4 tutiul furvis IWSIG, deflection(umbes)of each girder mom rmeal t'the g40e '. W60G.WLIG.out WTaG). from the sting bed, The Contraessr AWY also Cheek and For dock bulb wet)atrium cambers shall be .eu.Wed by m record We cereal deflection (camber) arable . Onto week yprm.d.shod. wa.m... u sneers bwro di...et rya. pew prior to shipment,but an aw than thra days Prior W .L.. s.a,red a eon-e.• shipment. If We girder .main is storage for a period ..esdo Ira rote. eacee,14 120 days, the Cnotraebr shall ebeck and record —� 16. Positron of gums for Structural Com,auor, ♦ 1/2 We vertkal deflectbn lumber) at approatmatel, 120 days. inch The Contractor shall perform and canard each ebek a, a 17. Pbsaon of Lilkng loop. ±3 mehes tongituduul, a time whets the alignment or We glider is sot iallumcd by 1 inch tran,verse temporary differences in surface temperature. Thee meuuy& It Weld pkua for bulb use,pNen.hell be ptiod± Ir ahall be asatiable for the Engineer's inspection end includd inch tonitwduW,ate a III urch vcrucal to the Contractor's PraGasd Coaerae Confute of uomplutue. 6-02.3(2A1 Horiaort Aligrune st taaC tb a ff In b I, . awing aFF,o,,,phen - ,, 1 4 P fe The •D' dimensions ahaum o the Plans art compuud Luder deflations at midsp.n based on s time lapse of 120 days after relwe of the pmaonssm& strands A positive r.) •D' durtmurn idicsw upward deflection. _. A ....d,FaweW 0.wAtt.vc I Go fb to no Comnetor, shall constol the, dealection of plea rest - Tbe Contractor ,hall che4 and record the bo,im.tal concrete gudcn that tie W mans & wcimpua slab by &ligament of both top and bottom flanges of each Ilyder upon schdulsng fabrication or other coon. The actual gudrr, removal of the girder from the eating bd. The Contractor doll zuon at the midapan cosy vary ft.M •D• dimeruton a shall also check and rec,rd the boruootal W6omeot wbbia a she wane of sub forming by a maxsmum of plus 1 such for rwo week period prior to shipment, but no Oat than then gmter leeph, up to 90 fear ad plus 1 inch for gurus,Ieagth. days prior w shipment. If We girder remains in storage for a over 60 fees The method use by the Contractor to ..,,I M period mceedla& 120 days, We Contractor shall cberk and Ndcr de0ocuon .1u0 not cause damage to We lrrdcn or any _ record We boriat all, yt approtim.wly 120 dart over sum, than chakd o accordsnm wish the AASHTO Erbb check shin be meta, trial the distance between Speclfcauoru each flange and a chord u —undt We full leallb of We All Costs. Neluding my add,uanal Same argweeru.L glider. The Contractor shall perform&ad record each check expenses, ut conneetton with contnlWg the girder dcfkcuon at a time when We sligament of We girder is not influence shall be home by the Contractor by temporary differences is surfar< temperature. These 7 records shall be a,silCble for We Engineer's inspection and 6-02.3(ML Handling and Storage included in We Contractor's Presumed Concrete Cerlifrne Dunng handWr& and range, etch go der shall always be - of:omplunce. kept plumb and upnght It shall be hilt only by M uflNg hnmduuly after We &udcr se remove from the castog comd. u eMe, end Serra W42G &sod was""-,.,,sear.-6--r.:-g bed,aMa IW&..hall 6e offset mom dun Its Nth for carh 10 &Wen can ha pakd up at.reesunum.ogle of 70 dogma to .y fen of&udcr length During storage and poor to blipping,the the verucal(reasurd N No ton&huduui p:•a of M prder) All 3 o ff.0 Iwo guess,cad.plumb at upngh,and with ro emmal other prdtrasd &Wen shall be pocked up yet GWc. 4 tone).lull W exorxd Its Nch per 10 fees of&uder length.My ahall be Leered kura0y w prevent tipt or buckling as flude, ruhtn this wl,. may be m ppd, but must be spec,frd N the Phns >' ,— corrected u M job site to M III inch matimum offset per 10 /.fort moving s ton&glider,she Canameterr shall r mk o + fee of girder length before concrete u placed mot the for any tendency W buckling Fetch girder too nay buckle sh" diaphragms be bncd on M.tdu k proven buckling.Thu br.iNg sha0 be 3 The Engineer My pea• a We use of saem&I force to sets-had wunly W the toy datges of M guder. The lateral i corral glide.Wgnment a M plonk or yob sat if the Comm 'or bncwg atoll be to pun dung W Lfung or hoeing neo,wary i ptovdu sow cakuuuoea and a proposed psocedun If external for transportation from the i.u.ulsctuMg pine W the yet,sue at force u perm-head.9 shall net b nb.sd until after the todwsy erec:ton of We Cuter.The Contractor u cautioned dust for some sub ins,ban placed and and tin days dcbvcry muus mom conservmvt flutdcltna for lateral bracing may be requmt Before mmovNg tM bracing N tut Pcgr-SR 73 Revision Date Apnl 26, 1993 J 1 R. 642 Ct Krfte SUWlura 6-02 Coovee Strt lab ddpEngm•. dw Contractor .ML 6stcrt all Prefer, in PLce by • fee, oompm.rve worla,a Mrw of WWg or u other mean' tran.porung•earthed by tore b,a EMU n.vead If the Comr.ctor wohv U dwiste unto those MdLnt said deign wmpmsivs mono(fc)et 23 dot,m pi bmwg eq%itmen.w,dre verlisal Pickup.or the P kup lorstion. a 1,000 p., ^ the pmpoad m dh.0 be .lyvad by the Conusm,. 2. Akwabk swan stets.0 enguroee and.ubmmad with _ supporting.kulauon. w the • VIM " '.+onded ..l.neement - 3 tint. the Engtheer for aVpmvnl. The Contractor'•.1y.o CML .,form q..ry roc of rem m Articles 5.2 End 5.3 of the PC., Daly ffadbm* Mean b. Wish bonded m.forewrent m mist bW ten"cl ad P,.rrrad Corner,,,, Murd Edson, or other approved fora N the concrete computed on the bud of an nreNod.. TM Contnctmr's askukdov EMU verify toot Nc tmenckd section - 7.5 Crane 1M Nwn mot of concrete wn.a th the pes0esd goder do W uteed shore I'm The Wowbk mode wee in mmlorament kind b 5 tion 6 T.3(25)M. is 10 ui(AASH70 M-31,Or 60) If pdera am to be stord.the Contractor .Mll(lace them 3. prestress been on a stabk faudauun thu w01 keep Nan b a vcnivl poss,cc s I day,0 1 month -20,0w pi Stored girdn sM!l be supported at dEr bearing recesses or. J b 1 month a 1 Y.-33.000 pi then are on rscesaa,approweatcly It inches Gem the gods, c. 1 year or more -45,000 poi Imo 1 ode For longterm storage of girder, with wMl Mroanul a. Impi:t on dead bad wrvuu., the Corauter m.y wwdg. one ode of the bomm a. lilting from essWg bd.-0 P..t Its-got.salting NC girder,w con.rol cury Lire If Nc Contractor b Tran.porWg and erecting -20 percent slay w sit girden ow of plumb during storage,the Contractor CML Mve the prope.d method uWyud by the Coetesm,C 642.3(26)E Tmtioning .P.b enure apmst damaging the guile The Conan.,EMU red begin w VErtbn den radon'until I. AL mvrae W reached a wmpm.ive W-0 of u 642.3125)Itl Shipping least 4,000 pa or the euargth the Plod require After the girder Ms wand m 25 day deign stowgN,and (dnnonsmted on rat cyknde.. made of the same the 4briater Mbevu k to comply with tM epwifretion. t wnerm curd under thc same wdiw,,as alt in the gills,and a competed Cenifrration of Comphance(DOT 350- badge),and 1511, aignd by a Pmoressed Concrete InUtuw Cewfwd T The Engineer or uwfrd Nit,all wand..,. free in the - TsMwuv or a profa.nnal eng.,. a..psbl. m WSDOT. ducts EMU be prevented u the Engineer foe inspection.If the Engineer Tendon.EMU ha mound te:M vuue she,m the Plan i funds Ilse anificstion ad she girder b be acoeptabk, the (or approved shop drawing,) with hydnuhc Mks Nhcn Engineer will stamp the girder'Appmvd for Shipment' stm.mg from both ads Lf a tedon M epwi6ed. a need not D No pmaaud gird.EMU be abppd Our art one stamped sunultsmow u,ilcss the Wear requas The jacking sequence 'AWmvd for Shipment' shall follow saw appmved shop dns ij;, No b.P Les tu]cr ahaL be shipped for u Mot se on days Each jack shall Mve a pun pup Nat will doemm-e aP ,concrete pramem No moor girder aMU be ehWped for at the dad apr Led to the tendon The pup sl. 'I dophy pm.ure k.st ten dye Rcr wncrete placement aauntely and mdbly wren a dol as Lean 6 inches N dance r -- Girder support during Wppmg EMU meer these or with a eight dephy. Fitch jack ad iu puge EMU be requdemenu untie cthawus Chown in the Wear. Wknted as a unit •d EMU he utompanid by s vcmfwd edbnnon ch n The Conmao,shall provide on Dopy of this Casterbot SIP'.V.dM chan in the Engineer for use in mores mt The cylinder TM of Girds This Dmsve.I.Fnho Fad sanunon during vlibnuon EMU be w approainWely 0. posbon a will occupy u final jacking font. U.W61G r W7yG4iraF6 sod stl SIR w gWrn 5 Ma AL jacks urd puga mart be rocs ibmund mid recertified in WS1Gfe a AEI (1) a Ieaa ev.ry it^dys. and (2) LM soy a cot Senor"4G*4 5 Inn adjustment.The Engmea,may tea prsssun cells b chat jacks If the Conanaor wishes m use other support batiov.they pates,ad cabbntion chant Mfora aril during tods..g may be aopo._. to the Enryrar for .evww aril appmvu . Tire.woes Irmo apply in a0 sendov(owls.NC Ran see aworair a w The ith Section 602.3(25)1, e Cumssctor'•proposal aher krnM). sMl' ter�udr ak.w.. aW.s the wn.lae sore.. in the 1 Maamum d nckl bad all all ft sto 60 poem of girds.wen tree.coved Nose land below the apes Nil paid point wean of dr.steel 2 Ma.vnum lauik rev.during jacking 79 peranr of Cris ris for Checking Girder S.rt,. tM ep.ifnd muumem uMwte lensik WEE& of the _ stal st sbe rime of Utiag ar Trawpo•ting "vtlot 3 Muunvm Douai stuns u anchorage alter avWg Suer..a both support ad harping Pointe NW be Wilfred 70 percent of the epecifed motonum ukimate an.L. Msd on these criteria strength of she steel 1. Allowable comp s.icn Gnat,fc -0.60 fcm Page-SP-7e V Aevtsi m Daft, April 26, 1993 1 1 6-03 $lad Sutameo 6-03 Sled Slructune, 1 7 'Gn el Backfill for Feu de on Curs Fee cub tendon. aha8 M u<Iwred a sstial mew due will as u uneul, aalouin servee, load. o haw u pdt u ilea phns yard t 'Gavel Backfdl for Wall*.per cubic Yard _ acquire prior par tuba yard for el b.clso ( N wuionkg procerd..the Engineer will M recording the lM :nY contact Y ale app1.W b.d. tendon elonpsan and anchon[e 0-1,1 value .ba8 ha full FeY for Nakhmg ail labor. nnlcriab, mob. u... aquiprocet. and for W od,er cow nuessafy ad nuvem.,,. qq,r cw f cl b.ckU Its " NTen saenovint ilea Sulu, she Contrarsor shall ra sent IwW,,haulm[U. h,ll durance,W Pla [o tax. Mce.es gradually before,aping•t'e Prtatrusmg rtinforeanent u aprcifad above • Thc Prtatrtsaing.trend.aba0 M cm a mmimua of I such Sam AB ooau in connection wuh usu&war-ted"mS admi#ure ..,.... Th ha of Nc ucronae device la carom for:he bndS,decke,kaff.bemkr,and pwdewrisn thepurier .hall be secluded in she ens tunlrees Pnua for the 4 vuieus bid ism.involved. 642.5 pymertt 9. 'Deficient Strength Crnc Price Adjuwmeni Nyment will be enede for tuh o"she folbwnt bid Yema •D.61,—, Strength Cone Peace Adjuatmm•' will be haw are included in the pnpusel calculated and Feld for a described u Seasion 602.3(5)B Fay 1. -Co..Curs_-.par cubic Yard the purpose of prevlding a common PnWul for AD bidders,the ALL warner,except m Superstructure when thus k weaned Stew has enured u arrow for the iron 'Deficient SMOP by r seFenu Dd ream.will be paid for u Ilse unit coeener price Con, Price Adjustment in the bed➢repo W m become.Pan of per cub.Yard m Pea for the vuwu cWas.of cornea The the soul bid by the Conan or The ". 'Deficient StrtnkM do,contact Pnce shell be fuB pay for fumuhmg all tnaten.b. Conc Prince AdJu,:meni wvem all apPbabu eI... of quipmenI,MI.,hbervork,forms•labor,and all Item.nequtred concroe ealcuutioa. to compla, the cnncesto work 10. 'Slump sad AirPrkr Adjuscmrot%b7 'Supenwctrc I.m,bri ilW.lump sum. 'Stump sc' Ir Prior Adjuemeai eriti br ukulaW and Tha lum sump countact pna for 'Supens—O, mama paid for as descrited io Seati.s.6423151. For the purpn<of bMS,)-.ball W full pay fur Nrnuhint W meueish equ,Pment peorNi is a cosemoe proposal fa•all bidders.t'u Cces".ia{ =is lehowarv, forma,e e,p..,•,n yoint muerial, labor, and W Agroty Law anured to emu.,for the Yam 'Slump rod 'k plo Itanu required so com tM.upcnounux 14 aP If.d price Adjutearot- In the Preposel adbeams a pan of th, P.,.m far the vuiou.sere.enuring Into the conawcuon Isual bid by the Coc.treela•. The Yam'SIumP sad Ak Prs" of sonoreu ,wcture, cull be made N ."ardo,. wM the adjurimect,corers all applicable elwo of wowrese. SP:uGu;nn., a,the unit contract pncu for the seam cum, mxul.,: 6-03 Steel Structures Au w,u N canncow,wth pnrndme holes for vrnu, for h.m'shmg .red m,ulLn& a8 dnwtc P'Pe• for box 9-4-- . .;cure,, and Nrn,hmg and placing pout end shuns under 6-0_.3 COMINW110n Requiremmtx ueel all .hall be too, doo N ehc unit contact pncu for the vanous bid sums wvolvW Nadi and Repair Welding /,Y was in co:v..son wiN the comwetion of weep Mle., 6-03.3R3ALL 'AM 'Ad[Hddidg sad repa'v welds.{ m,ludmg the gravel Wckfdl for drams .uwundm[ the weep hour ease"..ptovidW m Scow,2-09.4,shall be u.luded by of all steel bridges,aM8 comply data 1M "ir-e AN•Sfo I W de Contactor m the unit , .aa,t price per cubic Yard for SS Bndgc W'ald,ng Code W'dd'mt sad repa'u cuddle[ -, deb, auN hbrritioo .bell mmpy se" AN'S DI-1- West -Con, Glair edsioo,Structural Neldio6 code. T.requireaetmu described {. 3. 'A Remf Be,',per pound♦ 'E an the remainder of Nu t.,..u.n stall PrW v whenever dtey .kleoaud St Rcmf eai.per Pound. y -W.Mesh Gage_In Mesh',per quart or er fnm 0a AA11"t Odil ,SS-[[Bridle pl'dd�'Ceede yard or the AW'S Dl.l,Wal editba,Sasrrard Wdd{a{ Thc unit aontnn parr per pound far-SI Remf Be-'shall Weld.S of a.ructunl wsl cow be pem.Mad only w the V. be full Fey for W cows m fumsh.n[,f.bnuting,end placing.a ewenl show N die •land No we Ob- s.1 had g lack and ,paif.d The..It contnn pna par 'I d (or 'Epoxy'C"wd rrmponry coal. ,hW M done m U. prop or frpd ordu.on'M St Ramf. Bar' .hall be full Feconsy In, an eu ul funuhing. looaI of Ibe cold.u show approved.bop dnwnP1 1 or 1 hbnutmg co.t erg and pie., -Pecifed Paymem for wire Welding M rut ah.V be b..UW for aPProv.l wN mph will be It the cos cooties pna Per quart yard for•Wire [P•°°°du uru s lu.0 aPacth, use type of Mesh Gate In Mesh', drop dnwu.[•. 71. Pnx°d car mquue.reenu. .ekeian. payment far rtelcrtin[ weal shall include the cow of q p an,to be OW, kod de puhut n fumuhmg, hbncaung. and Piacu,g the es-foreamcn• 1^ uabfedMb AA or1AASHN.,evidmcc f gtuLGcanon Wb w+uesvne. of reinforced concrea when mere art no strudunl prq Y oral bid U. such minor ruval Fen• u -XP-".n pmu, NW be aubmitlW ..� Marug assemblies.and bolts will be P�d far at the unit roman Weldog .ball not beN' anal af.r the Conhator hu Price for R.inforoing B.",..,W,oth. we specified reseivW IM Encloser', aPprevJ of.roP Pal'• u requuW m 6. 'Gnvrl&ckGB for Foundation C W,A'.Fern cubw wlJmg,u rmt ly.and any hut�wrrnie trry g 01 ll Wilde Au�Wv hat for iPage-SP 75 Rev'iwoa Date Apnl 26, 1991 r � N F I t d 643 Steil Structure 6-03 Stal Structure My welded Oh—aoOW101 bngn than b catch. assay be Nonlatrwtive twW1 in addition m viral iiupacmn.,all rude of two Montt shear etrnsaun prod wish hdj peneentio, be performed by the Contnpor Unless,otherwve Mown N d t acids Plana of spnihW m the Special ^rovlaion.. the scent of II win6 AASHTO M 222 Grade D or F ,feel. the O"Pewon etc be as specified N this .anon Tester& and Conlnn-r s OU provide proof of weldsbdiry, m th• FnginInr tMPoeW-.lull apply to adding performed in the shop and o before fabrication the field In shuldW asml arc^<ldNg,the Contncmr shall we low Visual Impaction y bydrogcn ekcuedu. Al welds shall he ]00 pcf nt vosua) inapeoed Vow) m Io.ub.SW are weldol.Dus shall be ovanaricl.1 550 F Nspeeuon shall be performed before. dump, can., after the r completionof we for at bast 2 horn,then sbrW N-urns he'd a 250 F or more. r... If ant used wMN a horn afar removal from s drying or sun8e PWw`rsphi,lie.napectron 1 oven.Dw shall k redriW before we. Complac n..WO wanes groove welds in Nghwey s' Pinhead sand Nurpua iserpentur" sh&9 comply wth he bird`" sMU be 100 percent ndiograph"lly Nspx<ed These asrumums Or TMk 2 below welds uwludc those N the trn.ion ana of weha.a,hm N.pecuon shall over the greater of then.two disor oca (a)15 inch"from 7abte 2 the raNpn fl g,,or(b)OM thYd of dw ash dcp h Thkkoas(1)of(Tick",Pan Ukruonie Inspevon =i Point-r Wet 15 Y=1 Tcr omm rc(s1 Compku penetration groove welds on pkuw thicker th, t 5116 Neh e.the hilic, Ng w Ieod aaanbha or str,w<urta shall 143/4 IN Is,100 pecan cat asontca0y Nspaud. 3/4<tSi Ir2 ISO 1 Welded c-Mocuom sod sphcea in highway bajgu ar, 1112 ct<_11? 200 art reaNNg rtrvctues r caclWing bngrtWuul buv t>2 It. 210 weld.N harm or gW" v Bridge bran-&.and in ssm.n pinta All web and tinge plates,bft-1.dForem baring plate.. 3. Sign bridge., eanNev" -W bawtwIn, and ugn and baavy WW-(neuaNW when welded)ahW be preheated brackets no o least 250 F 1. Light,stpai,red main pok modaM, If groove web.(we6�.w<b or iunlato-Bsangel hays boon The taring procWurt and ao"gtame muru for tubular .d framed- they may be ryufed n anon Dun two, If a thud measan ahau nnform arch Sectwo 10 0�the latest Wmon of I'd-re-aces,the Contactor ahaU the AM St unl Wcldin&rode D1.16h+•6a.N 1, Trim the asembcn. if the Engineer approv". 11 .it Magnate P.nrcic lo.pecuon 1/2 Nch.or 1 Fdle sad Panel peneraWn groove weld. v. Replace the asemben-1 n..Fame:o the State At last 30 percent of Inch sire and rypr of U. BY using emotion ban aid Mnoff plates, the Contactor welds (eacludNl interminent fella welds) and psntal IMU is m"is prove welds N a way that rnsuna the soundneu Peosentwn groove Held. N 90 fOBnwmg welded Of each weld to its cods The ban and plates shall be removal uaembb"01.1ructums shall be to"by the magnate alter the weld se fmrhW and.1W The,veld ends.h.0 Nan M psrtwk mghOd gn-nd-,WOLh Vd Owl,WN we W j"of sh.w pain a FI&O V -web nrNenons N highway bridges. , Th.Comncor sh.'not b rod sad inormedute Por dlaphragms I highwy 1. Weld wt. elY{r-ga-r eknm.k(mash d.. badges 2 Weld for flame cut when the ambient temperature ta c. Stiffener aid nnn W- pales to hghway saes below 20 F.or bnd". t 3 Use WPW holes N the web for wclding boo spbw to d Welded noonoWn.aid Options m earth aYN Ng the A."O,tank..the Planm,show them nrvruaIn. I Dosed mauben of Ms." 643.3(2-K)A W d&ng ImpstuOn f Bmv ba.,aid eayanswn toNu The C.Ouram, wyvigr—ywp"tinn Procedures, 9 Sign tMars. canWe,.up,sewqum,aM u&n ochogw., asethd.. aceeptan" =am and wpamr bnckm gwhfiauoM for wddiy 0f rove!bridge.hid be in sowed. 2 h I-MMht..boo welds banded dada i wvh the AASHTOIAW'S DI Si& Bridge Welding Co'c "Ise gird.',weh.. Cwvnamr's ksspeetba prnadoee, tehniqu,, In,be&, Al kui 30 pmc"at of Inch bngiudwl bid weld srserPueee critnia and iwpsetor quallfeafbIn fw eddio&of ri W basso and grde. aseM ehaU be oInuai by the "reed structure Ghee tba-,feel bridge 111111 br per A%S maPats,pamek meMrd DI.1, low edl ion, SIsmer ml Welding Code. The 3 ComPkt-patetr tsOf groove adds"plc"5,16 tnch reeird"Wevfs f1mriind is Me remalnde of thh Manion sb,i1 or tft—r.hall be 100 pe.t testa by she magnetic fin-all ,bew,ir they differ from AASHTO/AW'S DI.SSS Particle mmh•d Tang shall apply to Mh sides of the Bridge Welding Code or the AW'S DIA, late edtio-, weld if MckN1 plate o not used 5lnetural Welding Code, ♦ The ands of Inch c-mplere pmmauon V.,weld at _ Plate edges ahaU be tested by the msgrtwc p.mcle method Page-S➢-76 r. 8evntnn Date April 26, 1993 T 6.0' Surf Structures — 6-03 Stet)Structures Mine IOU p.rom, tesung u not rsquieed. the Engineer, b :r.i-.sw F ad in suer,.the right to acted use oeauctsw for testing i !• If RJKlable paw are found to my teat length Of weld N r Item 1 or 2 above.the tut length of the wild or 5 f«on each } 1 girds of she seal l nph,whichever a it". shall be toad C Alter repair of dcfe-tt have been made. additional . mud en scove toting ahW be performed to auure that the Drift pin, shall be placed througbout each CW repair me samlaccory Thu testing shall include the recruited connection sad eub field Joint wilt the grietot concentration e.v plus at sun 2 Nchra on each aide of sac repsucd area in the nut"edge,of,spike piste of member being bolted. ti After the Contractor he,ens+olard his welding in..ecuon. To •rompkae a joint follo,Aut tie- method listed abuse, the Contractor.lull allow the Engineer suffurrt tune to perform the Cmntratur shall lac, 0e rea• s links of the fdd quality assurance ulwon.welding inspection coneeetioo or splice plat wish bow a.r9 tightu o saugeight. The Contractor as" muNUN the radcogrspha and she Out W of that bars us sot;sight, starts lank sbalf as radiographic inspection report co the shop until the last pint o be sysWatically tightened to the specified minutes. erosion. radiographed in list member u accepted by It, radiographer After three lobs are tightened to the specified mfuivum rtprsse itmg the C.mianor Whin two working day.following lattice,the Contrator shall replace We drift pins with bobs this acceptance.she Conuador shall mad she fum red rues copies tghtend to the specified minimum revision. of the radiographic m.patwr.rep.on m the Materials Engineer. T1e Contractor may consular a field linked moot lion Department of Transportation, P O. Box 167, Olympu WA or splice in a moJouous operation before relessiry the weight 915N of the member or adding the oat member. 7'be Contracor � shall utitu drift pins an align the connection. The alignment 643.3(32) Asdambling and Balling drift pits shau rU beMaa 15 and 30 pereat of the boles in a To begin bolting any field connection or splice, the single field mtoectioo and become 15 and 30 percent of the t]Oglrk df shill iatuUsod tighten to saugiighi enough Was pots to each aide of.single joint in a splice plate. Once rue - s to, bring all parts ion full contact with each other prior In aligemewt drift pins art in place,all retoaiaiug bob that be tightening the bull,so the specified minimum tension. •Snug- filled with bolts and tightened to sougt4lit starting from ter tight"means either the tightens reached by (1). few bows the middle and prurad'mg missed the out"gage lines. Our from are impart wrench. or (2) the fed effort of a person all of these boks are souglght, the Coarraor shall using.spud wrmcb. systematically tighten W thee bolt:o the specified minimum " As erection proceeds, all Reid connections and apLccs for erosion. 71,Contractor shall to.replace the drift pins with u;h mcmher shall be securely drift pinned and belted before vac bolts. E�eb of these links shall A liglitec�d to the specified weight of cu a aeTnember up lot released or the oat member minimum Wrote. h sddcdm, keI Field cmwr drawing, shallw.b specify pmnmg and bolting requirements that tow or exceed the To complete a Geld board connection or splice in a following minimumMeae-r.mmmrme continuous operation.use Contractor shall fill 15 percent of the 1. Joints in normal structures 50 I.,new of the holes holes in.single lcld connection or oa each.,it,of.single joint In s tingle field connection and 50 percent of the N a splice plat w,m drift pins All remsNNg holes shot be filled on cash side of a single joint it .splice plate wM bolo and tightened to mug-ught suiting Dom a.r thr shall be filled with drift pint and bolo. 30 parent middle proceeding toward the oui r Stitt Wes Once aC of three of the full hole shall be pine. 70 percent of the bolts art muS-t.Sht,the Contractor.tut syisematiuD,ughten W flied holm shed be baled .red tightrod in mug- thr•,boll,to the specified minimum tension Tlr Connor tight. Once W the links are taugiight, each bolt shall then rapuce the drift pins with bolts tightened o the 1; shed Is, s,,m ati;hay tgbdod an the specified specified minimum session If this method u uWaed,Use non e,:Lmum session. "Systematically tightened-mom member was be added nor the weight of the member being beginning web Wks is the most rigid part,whets Is bolted ralcued until a muumun of 95 perent of the Wks art n,uWy the raw of the joint,sod working not no it. systematically ughtened o m n e specified munm u idwo. K ' fr edges. The fully l.aoo sted bolts that be located All hula.lull be placed with.heads coward thWo d e. e an near the middle of a alsgle field couactlon or a underside of the bridge At(sigh-strength links shed be uuute i 1 single sp: ,plam and ughtened before the 6uewora is ramovev, �. 2. Joel,in umili ered structures: 75 percent of the The Contractor may erect meal riling, as eeetuo,s linker ire.single feed consortia. and 75 percent of proceeds But railing shed are be Wked or odjustd permanent, the Wla oa each side of a single joint in a splice ono tie,faluwork u releud nerd the deck placed _ 1 plate shed h fill with drift pins rod W:e. 50 The Contactor that not begin painting umil the Eng., yl percent of the Filed oohs shall Is, plane. So his uup cod and a..cepd 6.ld WIwS percent of the filled boles ab.t be bohed and tightened o sougtight. Out all the bolt.are snug- 643.3(33) Bolted Connections; - "� tight, each Wlt thall be systematical]) lightened o Bobo.nuts.hardened weahaa,and direct tension mdwmon the specifud minimum section. The fully latoud hat men the rtquuem sits of Section 9-0 5(3). boas shed be located our the middle or•single field All Whrd connections art f—v,ri type Panted rtr,cWr,a muses loss or r git:plic,plate. require Type 1 or Type 2 W niaimd suuct.. rego:t Page-SP-77 Revssinn Date April 26. 1"3 5 WP-27-0352 EA= AVE NE SAN. SAS LID #337 - Bid 3+ 6-63 stml Structtva 643 sted stnttuf6s Type 3 Was AAS4TO M 253 Typa 1, 2. End 3 bohr.hall not tig►lmi0(wired is folloeed,lM RM&M non 0) be S.Nsio d of be need a wntsd wmh phmued manual ob9see an the Cmtreetor Imtai awl Ik\Ym at He Need wv:en art P"uwd under tuned dements Mika.and(21 WpW each meubauk. fit wnnectwna wind AASHTO M I" td AASHTO M 253 boat mdrimer u roquued at the following Table a 1 Irmii,v.e of the ughuning mMd, hardened Tunof Not T\htudoxg Method wuhcrs ah"m wed udrr both the hand end,he out Not Rotetbna fns Sena-Tidbt Caned►. , whw AASHT() M 253 bon art to lot ineulld at Bob Iwnath Ilkpoi or Outer Fats of arvdunl eubon vowt(AASHTO M 33) Boked Pert Where the oaer tan of the baked pone has a slope Condition Cosdtba Coodilbo Amur tlnn 1.20 wah memat a a pate rom al to the 1 1 3 , bolt.,a reload bevels nuhcr mall be otn a L <{Db 113 turn Ir1 turn 2A turn eompenwu for the lack of pamueWm aD < L <{D III tun SA turn 516 Nn 11D < L S IIDe 113 tun S!{mac 1 Nn All phanued not tluu he lubricated with a luhricsm Bob length mmsumd from undentde of hand a eztri rid , wntawnn a vuibk dye w a vtaual check for the lubricant tan he of point made at the tune of field asWlatm, Black both sham be'ody' CodNont 1 bath kcoa n nnht aught b bah aw to the touch whcri inauud Weathered of man both and nun Coddiona 2 one fax a1 right mnk to bob arts.one fan @Mu M domed and n1u1hrunu4 prior to amlkman sloped m anon that.1 M arthout trial r ether. Adtr uumbly,looked puts shot N solod)y anatier The,. Codmane 3 both fecan doped no mom than 1.20 hom Mal rot he acpaMad by wuhen,gukm.rr any other materis right angle a look aeu.W1haa mhr brill t Mt hl d pat sud u acu. including thou oar a bob Adi. @Nut meawn is taktive a the bolt npNleat of nuts.ad waimm,sham be five of loon min auk.bum.dot. Watch eksem(net of bob)u being tarried! Tolerance; ,... and othr fonip nai that would prtvem NU mating pemmed plot or minus 30 degrmt for fwl aura.of When au both th a joint an tight,inch bob that um ai 112 hum or Wa, plot or marue 45 depvs for &W , lust the proof load mumet m Table 3 below. tom%of 2/3 tom or more D . rmrrunal bah dwmaer of halt brag Table 3 ughte d Mires Bak TownsWTm bah knnth Cement 12D,the enamor mall Y S. AASHTOM iM AASHTO M 253 be detemuned by •vw1 wan a Watch • auiuhk athsl wemoh) t)amdtl tmuon devke tunul tan adwl wdtuoo. 11 12.050 I4,900 O Sr{ 19.200 WOO 54 211,t0a 25.100 yea 39150 "'"0 I 51.5m 63,600 tits 56,450 m,100 I IA 11,7w 101.800 124 ss'W 121.300 1112 1041W0 147,500 T3gbuming may be dose by Who the tunof-oat or the dkvmttemun tsdua method. Prdtrebh.the out than be tuned tight whue the bah a pre•mted from rotation. Hownv,if me tiLnd beta wr of Mk entering md�or errmch operstbad ekaraacn,tightening may be door by tuning the bob while the nut is preemhed from routine. Following are _ descriptions of the Tun of Not and D'nacb.tmdae-'odkator Methods: wig 1. Tvroof-Nut Method Hardy d sled smahm along be wed udw the tend eleamta. AM a Mk W a connection or Joint sp0ee plate line bean tightened m mull-tight and all spnifud baking,condbtuu satiefled,It @bell be tightened m the 1peeified minimum ha she 27 routing the amount spavined is Table {. Rdare find tightening, the Contractor @hat oath mark _. +lib enyon or point the outer fate of each at and the p•ouud.3 Per of th<bolt. To mtue. Avt thb Page-SP 78 t Revision Date April 26, 1493 - ;. "A Sled Sn"urro a 6-03 Stad SDVCUv Dwert-Traion bedoamc Meumd Ungdvanired AASKM M 164 bold tray W trutaA if µIO"yod DYdt Tensile. ladlrabsea (DTI'$1 ,hall be by the En{weer Touch.{ up or roo`l,tenm{ previously PJKW Mds be boll bead "Is W pdamtw, ughl red Wk.,Arch may bell ban tonsured by way bghaaoc{ faebsg W bob hold"aa W awl is toned. DTI', of edNeent bob al rot W aeadtead os cause,provided the (bell be placed wnda tbo awr sebb W peaybwbw mugging up ,smogs from ,Ise uwul poaman sod dos oat 6 ' facing the Out ware W hM Y toned. Dn's @bell ncq.. Smile caustic., wcludm` the nknn«. thuss out was be wed under the Weaed damn, nquu d by Table e r DTI',sba2 be WMbd by tic or wore Persian = F. crew as"red ludisdual peemtug Ne eLmeat at 6-03.703lA Ne-Erectior,T'nting (i b , the DTI from tempg and meowing the asp of the High strength bob Wembbs (boa, Out, anal westa), I[' DTl to determbe the peopse lease.of sir Wb. ►bKh lid Vhaelaed, ,ball W lobJeeW w ' sdawowl fr. Three Dn,,, par bob kw. ,bell be meted Y a opacity halt (AASH70 ill 164, Sntioe 1.5) prior Many N SDO) appeased bob canine caabratir. The bob arrrt, , ",ky. Fscb eombioatbe of tM prwdtmttoa be shall be tonoeN to 105 peeetet of the (,suit' out ha, and robe Ise -bell be tatty eau ,,nobly. All sbe"is Table y. The DTI pp lba0 be mruured bass,hall be performed by the Ceetreater is W pressure of 'rab a feel"gag,to the whereas .001 bate. Tar DTI the Ey{oea. Tic sperimes per lea stall be WOW al ,be gap of the the.lost bolls shall be,rayed lid all election site bonsedsately prior to Wsalletam, or wtrnesa rumdo,wa bob.ball base their DTI's tightened to the F.oaineer, deem, Is The but Wsblwa $bW thus gap or Iny. loll sbill not De tightened such meet she(otsolstog requueu roU, I ,bat the fin prowabm are compkiel, aru.bid 1. (:o thnula relay times the required numbs of tors (aero gspl, trim snug light cuodaioe a Ydtamd Y Table d of AD Wits ill a cannectbao lbw be long tightened Section W-10)1 wYbut stripping, male, a licit, to bringing soy DTP,us a violation to fuU *bar failure. Routbaupacty lost shall be basal, performed In a N'SDDT appeased Wt session The Conscience (hall tenskm all Wits, uGbratar. incpatiog all DTI ls11h a fetter gage, in the 2, The maelmum recorded slowing,bell be equal to or presence of the fngoetr. irate tbs. 1.15 time the minimum bed tee,iun if a Wh,that he, bad al DTI brought to full bated in Table 2 of Section Wy)t))I. bad, bacuw during the court, of halting the 1 The uw,,red torque to produce the minimum bah connection,the Wh sbell bete a eels DTI iutalbd meson aha0 oat ecetd she tabu, obuwed by the and be reuotinned. R,u,•or she Wit lad rem err fotlu+ttig equatioa. subject to the prorison,of this section. qae-leed�na,e- Torque a 0.2e pD We- ew1-elswk N1en Tereus Cakela,ed Taeee l/ppa6,� y Mass oad gtt Twills Qpawe6� was 9 IL D Hersd gash Nassri Jew, a Di...liable the torqued bob and Ispat for signs of failure Failure is defined a any sister damage in the thrads of she bob or the au,or cracks in the body of The Wh. If ekbe,spatial felt,We bat of baby ww be reiKw, Fbyasuce or De Witbe Pal uld as t.. bety ram the hall bead and the out is We mwidaed to be a faiurea- gas 64.7,3(33)BA Bolting lmpeClion Tyne Cosrscw, w Nc paaenx ayf wet Fwproe, wall u..,,1W ughterad W e uawg an eupa9on torque vtm,rh Free Dohs(ymsided by the im Centimeter)of the ease pail-, lissit ease, sue .\ owaduon a Non nldac weastO'- WD be placed am"WOully m a roue f.rn li On, ,. . „ sue n+ lies M it Ma Awl Yswn Thu a6breme upaam. swill be dons set Yost all AASHTO M 253 bob and galvsnutJ AASHTO M IN each uupemion day Them abD be a wed unJar the pre W lu,h U io,be Bused AD bob,to be reused shall hale these tumW w tightening each W w b ,f ak eta used en on Use: id rwd, Inspected for dittorwwn by relostalling The wed out tuuema as M W boll and turning the Out for the ru0 length of Nr WM tb mk by hand. Bob, to be reused sbell be relubrleated. wManMewomws-In the abbnted device,mch Wh eMU be Used►air shag M subject so a rdaWul apKky toss et ughtenW by a.y con.enwnt mom m like epddmd usnnon The specified Y Section M3.I(2)IA Pre-Fration Telling. PadrSle 19 Revision Dam April 26. I94) Y ,TF`N, :>'w"1 e 6 I 644 Timber Structure; {-0e Min maprrsmS,vnnth .IWI then b apphod b On,USINsaA, wR w On.uunum of unleaed tbnbr,eao th a jh tot,of Am daaerroue that urgte nquued u Nm the nut or head S&V. saeutow oil Jell be apptwd to the Au i 1 11 TtL ,it nd., To tapemauately 1 mch a . 12 Loch radnJ u the ujhtm n j ayw..d W mnuer"'I"of ala.ap,a"bare..a,m jen. 'too tron TM%e wpemon calque.MU he ukM a.the...rap cad udtasl ju.N.. W and yothu,all mntM.urfam of bnc.l of three It]—Nu.doermured aSer asysmsna the htjh ad I w ad trot. memben.the bok Lm of bukhaads,and all other } value. omotr that wW-otter tM eanh I. I TM proem" tat Lout two) of the UShumed bore en the In .ddn:on,aU depreaatnna or A;xw p around hot holes, - `' nvnuta MrAeentd by the Inn bore thall he aekoud at random )CLAW, or dapa that m.y ,dam mowture thall be oaaled wed as m oath con l.n 'neat yob-tupcuen toryue .hW ten he approeed taofnj upbbhaelea(v 'MMoaehaLos' appbd to each ueh the mapotwS ,.tenth toned m the y ujbmmS duectnn If th,toot.NA,.no bh head or nut,the 6-0d.JIS) Hole!or Bolls,Dd%ow ,R an d nd LAS �` SUU wll aewp the-tmsroon a hoNj proprly U6htmd not sO J the bryw Wm. one or mom hole heads or nuu, tit Mob Mull be Mead I yob th.pacroon Iorqut Jell thou be appbM b all hot m the 1 For doh pat. and Morels — tvnn a bra 1 16 mcy - connakon My beg,-hm head or nu tom.u Nu wp 1MU ...lkr N dttman than the P..read Mwau be hahtrmd and mtn.feeud The Contraw, may �ove.er. For urn red.or beat,—wuh S be the ume tr ida.a► nMo1hun all the hot m Ne to mnctron LAM naubmd n for 1atj.r+.dum.ter a N the rod,or Was ,s. w tmn y For ba erne..-m tw pre it)uuh the.Mask load holeme the u dumaer a MNd a the 1 a u deep the 0) Alle an ai Draining Pfuckela p' 16-0J.J(& uAth.Jd OWAk a lonS,oil tb)wed the load hell for .. The Contnctor.hLLl pmvtde mou jh hole.to dram d'.I. the thmtdd ern.ppnaamauly no thmla of ire.h.,k , from ptkoa m mat., jtden, led atlter mambcn fobs dnmaer Slow, e1 appealed Shop 00", grin hole, *hall we be t dNNd-*bow W weblto )Cereals)of We t:ajteeer. 644.3(7) Countersinking All WIU mated m pm%IdNS dram Mae hall b veluJd Ceumentnkmj .all be Mee ulrarever .m—th f... .n to the unit contra prey for nowtunl or mt awl nqutrd E.oh ram\ SMU be putted uoh h.F<n,.ete oil AMr the boh or acmo u m rue.,the non.ah.0 At fa,ed uith 643.3(41) Floorbeam Protection as appealed soling uphank.?nom i Fih noonrotm NJ.uppm a mrtcrne 1lob putt shall b totted on w lop ad(Lop edge,wed.heavy mop of n ofmS Snde uphala atSLed hhotThu upA.R tau mnfom let ASTt1 "5 Piling D 31'_ (mt mmenl nabdued) k I; Il 6-0S.3 ComWction Rryuirsmmla tspA.R- A prn,ctire cv,v ie6 of uphah rated juts finer SIM to Tbf D 4601 Type I too-fW foruedl%hall be IrLced oew Oat hot tat of espbh. The combmamn;owns halo be 6-0S.3(IIB Drhing Plrs , aMloW over the hop pate, , .MU leak,the pew of the ore 6e:d The Contnc.,"ll oempMey d,S allfuundatton pna .Ad t' cow of port apao:Aed fen other pna of the nrvaunl%ual build my requard-Derdams or core)before he berms dmmS budlmn pd.. Me SW dyun ph depth.to aUo. fora upheaval e 6-04 1 Imber Structures let.W by pti"MIM6,ydjtnj Lle.moon of ad Y\MMI by that nature of the ad Before-utrvrunj the ftoUnS or pde rap.W Coruna ett. .:.0 naom the ern broom ro comet ekvwon by 6-04.3 Construction Requirements —1.9 nu enel or by bokfrlionj with annul.,a alert The Comm-, 1MU n- dove pd.& from an ecut.S 644.3WI fitid Tranurmt of Cut surfaces.Bolo .)throe v Hul.a,and Contact Surfaces Net SMU be dnvM deep tough b abtun the load-barej eapcdy thous m that PLam If the plant apatoy a nwmum Up 'M .d aceattona m treated pahe or tunben .MU b ekvatlon, pile. shut be dnvM to that alrvaaon uNn. the Dunned an NUy, mead wed nvo 'U or Iscnnott. .nd Enprtoar dtncu oWneiw if the pdoa do ua &,•atop W y coals).tth 1a approed MtmohnS uphaRpuh-w•e.pMR guard lead-bareS npeny Y the r wLW tip eltomen.the tto I owevet Cmmtbn Tlrt emus.dn.g,lean maul they each bears All boh betas draped to the field sMU be ,eatd uslh hate oapchy If m Up ekva wn u.pmifrd.ptha oh"exterd at ban em.au oll-lnwetTeatwef-se6lreirYe..v If Na maWml 10 feet bbu to bmtm of ute mnergt bourn and IS feet t roll be,pemted the nob.hW he pneaw.rald wed the ume halt.the broom of the.,norm sal prommobve u w u.d on the Umber Any untied hole.,lull In wnb kWArAU. J +tuna u dnven through the prencWly atpluU-wed wood plop batted wed the.tree pnt,,at— pLo�"W.I.W barmj�.p.cny amalld be bu ran nou m' tad m e hob The d d e heads and threaded end,of all dmber foo only m the uerlyuta ou hon nutwml valets one,ra of aaaen b bu Su bake wkh so appned MrInS eaphaR . .paifrd Emb.nkmem matt:,) ueludn all Loll pled Moe JOIN Prior b dnseleS the meaettiot down Light. the shin) pound Ima or M sew pound Um harmed by eanvamn Or reran un.U,obit aod. Patesp-w ReItuon Dak:Apnl 26. 1993 1 6-05 Pious NS Ming If W rmhankmal or the Association marital being To minunvs the datnmami effects, of pile dnvins drIM though produces undue frfctloo an the p1Ue{, ribrsu...on worst ita than 29 days old, pda thiU nee be pat,uad Lob larger Wo W piling dim." m7 M dnven d .er thin the ditmrwe demnmod from the following ( required kron.L. /{+Ae-�Fa�aww Isla W Pa.5 D w C union the,equue toot of E • ♦smwwwyMseqauM laws my bt Ined a btu of boring k thanes holsa only if the E.g.,believes a will no,damage the %he. D - duture in fees nnbanknwn or Joumlaaon ma After the pa in dnven, the E w rued himere•merp in foes pound. Contractor shill fill the open apace bd1 by the ovanuad hole C - ooefLcrmt shown brow bued on the with dry sand or per gravel.ppmyed by the Erg., rumors of days of cuing time Sr long as the p0e a m1 injured .,it the embankment or bueation mterisl being dins trough is not pt.t damaged, the Co..,.,ahi' uses sea alawy mtsns nett. Curing Coe f ie,. Curing Cod!Icist o Time(days) (C) Time(days) (C) 1 Serum the minunum depth spstilkd,srHP(s.a. 2 pmstsau MN material that La under a mR upper 1 Ole 6 a 12 beer, 023 ' 4 oil 3 Penetrate through hard material to obtain the spanfed 3 0 Is Milt 0 10 mmunum up elnamn,or a 0 15 1420 009 a pcnana ,.In.prcvnously placed embankment 5 0 11 21_I 0 0{ vlormal areas Mar to mahods suet, a prebr iog, spudding or pasting piles. Blasting or deiUby through 645,11MC Equipment for Dririry ob•ttvnia.,an nest auidrrrd serval menu, Fit Inch drop hammer used.the Contactor aM +sigh it in If the Engineer re{utm..the C..msoot th.0 overdn.e the Ute Engorme. presence or provide air Eng., with a pule bevord the mimunu.n load-haring cnpacntd acid Mrianition "Riftua of a weight TM can we4hi shall he slumped on the Shown m the Plans In Ulu use. the Contractor w-W not ba summer Drop hi mmtn.hall weigh nee lest t:wn 1 taqudme 1 These thousand pounds for puts under 50 fast Long ths: i. U.e other than normal mans or ;sstiog or have a bad-bearing upsnty of not room than 20 on.. prrboring,to arbkre the additional penetration; it _ s Four aho- and pounds for pules 50 fate aid Longer or it "IMve.load-0artng wpany, of 20 to 50 tons Hest tic taperoe rf remming or mpl.cutg any pate If,drop Iwnmri o used for tunhct pd..a is prekrable to damaged by ovem,mring,or use a het,)hammer and operate wan.short drop _ 3 Best the asperse of overdnvin{ the pit, more than For each drsel stain. or air-driven hammer wind, the 3 fees as.P.,fied in Seaton 605.5 Contractor shall provide ths Enguorr with the manursounr s In dnving ,its for footing,with sals,the Contractor shall ypoc,f.tiors and atslog Thor .hall show all as needed o u.c no method such as yening or preMnntt that might rolua alculate the baring value of the plait dmcn Iron capaary The, Ensinrir may motive the Comranor to Una miter hammm in..,be used only with eppmvd of U r increase sal th¢knest d U prom =possible m drive pdes Engmstr adw,iiiu y Unit bid prim .hall stover all rim mlaud to Timber pda shall he dnven with drop,dtatl.nreain,or as ow,—ung tut trkneas for ids moron driven hammer Plat .hall he dnven accunuh in we tin, and position Drop,himmen on lumber Inks.hill have a muun.m dmr Unlsa. nose Plans show otherwise, all plus $hall he dmcn of 10 fees Drop hammen WU nee be unto to dine umber pilot •:ruc.Uy The Contractor 44U Iron that X.F. of W ptks to the that have kad LcasmS apacitia of mom than 30 toes a true plea shown in the Pietist and to the elevation the Fegu cer %U. sled on omtrr pula., drmn. roam, or urdmm _ ,sonnets M,pilot under tunber ape or gnu.ges.hall be sawed han n um"D davabp u loan 13,000 beapownd.par bbw This dy to the curt pia of the strvauw ahrva them ,it fit a esacUy ram of any diesel hammer eh.0 weigh U Wes 2,700 is ..d.. 'kr The Conrnnor SMU remove and mplace any broken, petit, or Steel mtngs for tut in"p piles shW be driven ei last sncrele i mYrlace f pdo with dr.el,.rim.or.0 Mtnmen Thee all"de mler at but 11 without the Ent.,..Ppmvu,a pile is dnven below 1. Thirst."United ("pounds par blow(arid Use run :-toff-it,-,or the b.lracmr sMU rirove and replace a Ind of any dicsel hammer un ghuy at heat 2,700 Mord.r star tM co.a of doing so),even if Uri rati... a Jorge,pie fat pia of 55 inn bearing apscama,and My pile thu rasa as m amb piles an dnven, shall' be dmcn 2 Twenty four thousand Im Mundt per blow (and the down IS..dthe Engineer'.quit. .tin of my diesel hammer weighing u Lost 4,000 'J Pounds)for pas of 70 ton hearing ap.cwn. iPetipr-SP-81 Revnswr,Due April 26. 1993 1 d M1 ' P t NS Prlsnp 6-05 Ong i� $uer HpJa *ad Gaeel pipe pUa ahaU M dmcn wN Pike polar If wnbrr jda are rhea,any eMchmau ahaU be doN, .team, or au M..ts Units, Nt pi.. or Spenal a t n,3 fee of n,r bum or up, Any...raa cut or brat eMU provawne euu oeh.u ,thus eMU dtvewP el run M bn,BhW wlh MoMno ooau of Ma<enon u of led Offered !* i Thusen thourand foot pound,per bku tend the .m *0 an epproerd rooM1n6 eepbeh.of-e-�,rh�elrt'{npr'rer of any d,erel hammer weuahif:e,lost 2,101)pounds) Opp. The En„Itar n•Y reject any p,le boawe of a cut or fu,put.of SS W.burn{apacnea or Ws,end bruit E: Twenty four thowand (oolPouW.per blew land the t ran, of one d,.rl Mmm•r wt{Iwt at Wet 4,000 6-S.3(2)D Treownad or Pile Heads pound,) for p,W afro barn{ apacttee pal!l thena After sumn3 pd WWI It eMvauon,the Co1lVaebr,rail P I SS I'm. thoroughly coot the had.of"untreated Pna with out,Coou of , µlac using a d,eael hammer,the Contnetor shall unreert bac.rou od teeoep'osne,atanaeed pile). nun uuSh, to s pint the pan . awfacwry r.uht if Nr Ater Como{ 'sled Pdoe w amp ekvauon. the uetghu crown above do not do W Cc Aneetor shau NMI,Noe oau of bet-eraoaae of on all pie prwn mwrow pars (13. 16, and It echo n dunces) Mad, (eaapt Ifwa to be on"Md „nd' awns rawer Or eMU be dma uM B..S"rung astern.aft,or duael M.", Gnome cap.).The p,k head,trat then be upped-nth alternate TM ram eMU wagb at Weal NJ u rnwh.the pie TM Mono lavers of 101-9101y awruuat rooMe arphahl end a of foe-pound,to ram wengln eMU,tot ncad ae The hammy' vesterproofin3 farm suit Ofnforma to SO060.1 Y-111 The up IMo devekra Wsr shall be made of four rayen of Y approved ,no0ea a 1 Tuwen Nouaand foes pound, per bku, f>r 13 Itch uphakr oh and Ih,. Wye.of fthn< The labrw atoll be cut pJa,and large enough w cove the pile wp and fold down at Man 6Itches 2. T-"ty four tMuuld foes-poade per brow for 16 end ajong aU ado of Nr pie After the Mbnc ecru .bent down e to Itch P'le.. over Or PJe. as Wg. h b be fauoM unh large-had All p0. BhaU 6e dmen with food-lod dnven The gaWanuW nano, or "U, three turn, of phanued wve TM Contract.,eMll not etc harems or Bwngmg lead, ..We they Oder,of Ito cove,MU M ocadl tnmmed M M Mr. It po.uun du„nS dnvue Inds ahaU be Mng On ant tinted pde eweaw It conerus. the cut end that enough toelunuu c the ntud for any FOU.",(se"Te for umber r,,gl,c two met,of M meote od and L,te,a hear)asi of as PJe, a rpo,,fwd .Sen,on "S 311)8) To avow bruu,n3 or appm,cd rooM1y wphalt bm king,lac U,r.,c of o,,w umber pike,the Contrrcwr shall tea aped,and clto itt u We to Po,uble In buJdwg a nettle or 6.05.3141 Cacidn Place Conerete Piles , foundation ww"Id ed pit•.,Wds suit be edapead for dnivmg These pJa.mu omut of steel wIte,or ehtW dnven nw bans pJa the gmund..Mfortel ra apocnfud,and 611W uM CIA"a000P The Contn_wr ahaU not a, water pan,unkaa the Ergo., wrcNr TM) ahab M dmm w develop Inc bm.9 veluea ' ,ppmu. If they art wed,the numMr of jo.and Ovate,volume he.,It the plane, and pra,un aUU be enough w erode the materad Met to of pde The eympment Graf) mdud, a minimum of runt wester yes 6-0S.3(6)D Placing Conerdt ppe, and two 3'4 arch to,tWeek. Te pump sraU produce a &f+re placing mno,ee, In, Coevaeor eMU remove et Ofmwl prtnurt If at Watt loo p.i at each roul, TM yin shut debru and ester from the Dump If th. enter angel be M w,Ihdra.Mf..the par rt,cM-as Mal penarsum and the emo,W.the wme-MU be ratwvW M fiWd w,It rand,and s Pelt ahaU then be dnven w iu Mal pewt.u.n and bone new one dmen vdw I/Ne wear jut known a pW p,e,rowly dmen.a hall re The CoeVafor, .ball plot, ewM1 reatutoowl) ream en It pLc,or putW and Mu ced b1 a ww pde To chak tbMnb s 25 reen rigid Modua, fdLW1 trey pan and on pie IooanItg,N<Comoro,ahaU a0empt w eodme at Wit taurkteg the inn around the relnfort,mont wabout muting a. o,w m e•en five pJet TD, top Lr fat of towree short ew placed afar,the tip of the TM ranaw ter contra prices fcr dn•inS pJa rraU aver eved.a at Itut 2 fad below the top of the rreah tooernr. W row rtlalW Io tree we of wur psi, Pn rag, Or The Cootrector Beet Vibrate at leer the by 1 fat of aputld'o{ Tlw Sute wire Oft pea am Mora the Conoacw,incur tow:ante. It rolntwg pJa wenned u a Muh of nine wawr you, Y,n prebDrhV.w spudding 8 9 .eases, 6-05.11(2) Timber Piling "5.3(2fA Storage and Handlirld The Cnnt.aor oh.0 hart and handle pin It wqs Nsi F jdL paten Item from mIury Treated Piling eMU be euckcJ clwrll and pied to preuad wrpu,g The pound ba.N and around 645.3(6) Ste d Rhin{ Bwrtd pd.eMU its cW.d of ueadr,brush,and ebbuh Pdmg Steel pJ.eMU M made of rolled Gal H P,k Moon-.Steel atoll M averW aSemrt the uaNe,dNe&,ginger eyuw a pipe putt,or of other ruucwral owl,ortioa dwcnbol N the TM Conan.,eMU take spec.1 ram to avow blakmg N, plan, ,..fact of Irenu,p,kB Tan)ahaU M bland and.o Od with.Pr or Cram sWa3,iw,tbo.t the use of ant dop.lea•ey,,hooka.or _ Pate-SP-82 Slevuloaf Dew. Apni 26. 1993 J 1 .. It ) 4 ' 647 Palos,]{ 6-11 Rockeries .. ..- thres-Cans mks p00 Cu I.M pounds)esrb 16' In k,Mast 1 6-05.31*17 Deter rdmistion or Bmrtrlg Capacities dimmsbo;four-man reeks(I,500 to 2.700 pounds)orb Ir 7M fom:ulas on Socuon da5 y(:)F.u0 delernnc bearing la its least dissolution. 7be rock,soil range"Iformly is aoe upacrnu of all local dF pd.. for Cars rtassifeation,oacifia. The fourwm rocks shut UWas the plans uI othe,wate, 17 inch piles shed he dnvev only be used for the IL •mune of aY la walk cave 6 far in m • boasins capcoy of m but 70m". The Pus. "of, beigbt. y burr,ufactual for sere]44'pdes of nine'.sou Y 11.3 Comtruction Requiranmts "7 Painting The tuck ueosdlog at the ske win) be done is such a Canon as so segregate the rocs by the slat ranges mdkaud Is the protecting paragraph. 6-07.3 Conistruction Requiranents The walls sha0 be sorted by eatned"is trmcb,sm kits k ' than 6 inches or more tbao ow,*roost is deposit below subyade 6-07.3(1)B N'mther Conditions b an.atbt,satin",or sm less then 6 leases or Can urn Part shall nog be apphm when one foot la depth below the esktia{ ground Ind on v 1. The an and naat are cook,than a F ®bsokmmt seetiu". Areas on which the rochen k to be Medal surfaces art rump or the our unary or the Placed shah be trimmed and dressed to reform ea the surface temprolure is leas that, 5 F above the de• tlPltion or slope indicated. The tat was roconucibo abut point scars as sma as possible upon the completion of the cut or fell 3 7M E.g.,belie,.msWbo"are unsuitaae Cation' 7 a The meths a Lam rough r muse the port W Muter and Rock selertioo sod placement shah be such that there why be on open voids is the eaposed rate of the ws0 Cover 6 Wort a ponce finch Lacher scroll b toy direction. TIC rook,shall be laced and i Seat] prod under cover N damp or cob ,, o,cat shall Lear tag Yher with a minimum of raids Particular eraed under colic unW the part dnu ear weallo c nd,o r. n• ,halt 1w gigs O the the' and k ethn or I pamue open caposun , W eying tog u.].al Duane of sR rockeries. The fma mune shall have wo'i uo"appearare mud be plated 1u minimize erosbv of 6-11 Rockeries the;lutwO material. The Larger-ock,shah be placed at the ` base of the rakers so that the wall will be stable and have s I _ suns,sppranocr, The oak, shall he Carefully plated by -- 6d1.I Dtxriptian meheolcal equipment and In a msomer loch that the The work described in this session,regardless of the type longitudinal ask if the ran ,bah be at right angles or of muerla4 esreuoured,tocludes the nuntino sod sbaping perpendicular so the Bakery fee. The racks shah here a0 Of the coil or fill super and fura'ahiog sad m"Wcdng bcl"lag firm Moping eta tb;back of the raker). Each Coil rakeroa'rock rarabing wall Mlle,shows on the puns or of yaks will be eeated as tightly cad early a possill a no the %beef directed toy the enginecr. ruck below It,surb a maaae that there will be an Cavament between the Conn. After selling a mune (suck,all viids ' 6.11.2 Alateria6 between the rucks shah bat cls"ed,a the beck with quarry mck m 6asinue any void sufr.i,.t to pus a 2 Inch square Reek walk tha0 be formed of urge pieces of quarried probe. bash,audaler or other igneous rock. le"'victual lowest u, _ ruck +hall he sound and resistant m wmthering. N'bm 6.11.3.1 Rockery Back1111 broken into pose weigbiog 50 to ISO grams sod mated for The wall batkNl shall Consist of 1•I12 hKb min" souudoes . 0 sodium sulphate it, accordance with aubu crushed ruck or gravel conforming In sectus 9-0).90). 71sk 1104 the loss through a one-loch tine after 6 cycles shah on, material will be placed so our g Incb eieimum Lkle" . acaed 35%by vrdgbt beovreo the Cave all sad the rut r fill material. That s•i The ruck material shah be u •early rwvngular its b ckfdl material will be placed is Wit m u akvatbo possible so as as afford the minimum ..us( of void space approximately 6 Lobes below the mum or rocks place w . * bee .an the blocks. No alone shah be used wboh does not The backrW will be placed after mob mum of Bak,. Any 'i Mood thnugb the wall. 7711 oak material sW0 be board, brkfdl material on the bearing mefatr of Ike suck mum .d sound, durable sod free from w stheed wild be reCa•M before pc.,tiou, +Cam., selling the inert mune. i crack,and oche defer". The rock de"ky,ahah be is minimum of 160 pounN per 611 .2mnsPip� cubic fmt. The Court,of .p,h sod reprmmutive smpks A dlaer PernteG p,pipe shell be placed as of the material +hall be approved by the eollueer before is footing draw shine the rakena as shows in the standard 1 drg,ey to t.e sire. puss, sod rusnerted to the lien drainage syttem where _ The ra4 wall, shah be mutrucud or rearm oaks. shown. I! (85 Or"I psaods)W 40' is Its last dime"oo; twmao reeks.(300 W 600 pouode) each 15' iu its Last dime"oo; Page Sp -63 Rc,mon Data Apni 26, I993 e �: t .. 1 6-12 p wW1 Concrete Retaining Wall Systems 6-12Reaat Concrete Retaining Wall Systmu .. 6-11.3.3 Mtj ton Of Material 6-12.2 Maltris,6 'the boapeernr will have the authority an reject any defeetire matmeW and b suspend any work that is being Concrete for the precast mocrea,Ag new that men Improperh door,subjert to the Mat derision of the eaainru. all the requirements for Concrete Clan 4000 W muted in AR rejected msterial will be removed from the mastr action section 642!. — ake mod•rev eejemd work mhall be repaired or replaced at Cana., for the rasl.le.pbce footingg ohall mM all the so adddiowl cost to tat Owner. requirements for Comrett Class 4000LS as stated in Section ' 602.3. 6-11.6 Meammnml 6-13.7 Comitgclion Requ4resnmks Mmur. the or ii finished tuck wm0 for the all rill k auAr from be footing[ode b the by of be wW and 'Rt Precut motree wag sums %hall be hbrrated to eauadee an the ommt square yard. mcaordsna wish the d ... aad dnaik ebows, in the j rlsm,acepl am wedlfwd in the approved working drawings. 6-11.5 lasytetmt The proximal mvcnte wail stew may be fabricated rut bright its I fact,to fans.W 24 foot width- Payment will be mnde under the been 'eak retaining The Praut maMr all stems shall h constructed rich wall'.per.quart yard, a mating•beta key bet a adjacent panels. The shear ken The uvh price per mquart yard shall be full mmpeWstina %ball have beveled careen :vd shall be 1 12 iocb,, in for the rnekeq'rock ,a uju g wail in plate sod shall include thickness 71,width of the than,ape%hid be 3 I2 inches ul".k,materlab,mad equipmeal required to rompine the mnimum sod 5 112 iochea omxfmum. The%bear it,,%hall he iasWlatioc. maw... end shot he of miform width eta the entire height of the wall stern. 6-12 Precast Concrete Retaining Wall Rolled oa textured ftabhes ohau not be Wed R cast I"wells thou be east in a tmtiral pakloo if the Fan.up Systems for a form Geer trature on both aid.of the stem rsll. Th, pr-rut wall panel abate be rigidl, held in place duriap,pbcameai mad curing of the footing mocrete. 6�12.1 Decc'ripban To msure an tea no.of venerate under sod ag,L t be j The Coousctor may mostruct Standard plan Reinforced have of be wa . a form sbell be placed panlld to the roll stem,above the fro' b alb. a minimum I foot bad b Commie Retatotog s'pe Type Ij�. and . uima preut • mxret wall stew W mperiMd hereto. develop to the 'I e during e Plaremmt The reioforig steel shah be SbUed . b clear the ereabn 6-I3.1;11) submittals blackouts in the wallstem by I ifl inches minimum Before proceeding with mWuuctba of be retatotog All panel joints shall be mmvueted .:th joint filer .aid Win&pm,W1 mxrnr all sums,be Contraemr that] insubed on the rest(baekM1a)side of the well. The joint fanner c` I submit be following to the Engbeer for appro,.1 in shall be tottated prior to,batkfdbng be wall. The joint filler l aartrelsxe with Seelioa 602 1(161: material shall.tad from 2 feet below the Mal ground level 1. Norkiog drswinat for fabrication of be wall stem,, in from of the wall to the by of the wall. The joint Eder shall t mboring di, vvajD. rrioforektg erred,joint and joint he a sonur&onk Oa m ible nteruil and shoh be to-tabed to -. t NIer detsib.bring devices wait the ma•u1Mur.'s create a waterproof most at panetjutots. t eevemmmded more werk.ag apaeky, and material The moil baring pressure bmmb the(skewers support mpeviruWinns for be wall stew abaa not acted be masimum design bJ a 2. r•bework plans for be eseatw of the was sumt pressure shows,in the Plano for the retaining wall. obowiog dtmmsbns,support points,support lasing The rail stem shall be placed a atlaimum of I tech toe at.,erectm bioekouts,member atom.ma.Ktio.. the fooling to provide a%bear key. The but of the risen that vt s and material speciffrations. be sloped I12 lots per fact so facil proper east ret, ,. 3. Calculations for be pretest wall, the evenection placrmmt. r beroan the W, wall and be MI-its-Plart Prec rootiag, and any aodifiutiou the easo-io footing. Caulans shall be by a 6-12.311) Tulaem� ktb prepared by lire mnsVtrelfon mleram'an for be pretaml retaining wall prof.sboal dvil egiocer Demand to be stale of stems shall be: Nbbingma. Haight: H-lid incb Width .a-114 both t Thick.. i lag Yes _. 41 tote Coot. cover for sterl .1's Nth aiaftmi g bar .311 boeb f Page-SP-Ba , Rtvautm Datr April 26, 1993 T. s Ay e wab 4�x : 7-01 Drisim 741 Dr>titsu Width of pod joiab 41.114 wly hrf w Myviayl Mir de(rota ' ones of p..eb 1-I/4 isrb OsMNnln P st,a less 4.aw ane M041' t 2(6) ' Ideslavu.from a hdoes"Como{."RUVeNylees(PS) straight Lore aVntling Vsd.Nn,n pipe s inch dlawW aw.ivaespo5.2(` i S fM quo racy side of hrfocs f Com:F.un PSY.N>lees IPlsI pad jow.t) Vnd.M.pip,12 iesh*.so 24 b d,e0,er rses,m W5.3(ll ,42.d Msuuranml Dram pips may be course, Fin, aoaud (Ja vseurd) Meuur mi at the autaiah larche I. cvutructing Asphalt Trstment for a2uerseunt eeutl lalesninuad) the precut contests re raining seal 2ee01 ud euc-b-place sumgsmd can or .,act srkk Asphak Trssst 1,ou.uyvd fmtioj end! be in serordiouxt w" Seeeina d-02.4 fs the aluminum alloy. pulyvwyl chloride (PVC), or m-ruguid applicable rehoud bid kes,of sequels lowleb in moatrurdAll polyethylene(PE)w the option a w C obscrot unless w plan. SYodard Plan Rrunfored (.tiers, Rminuy Walla Type specify the type b be used 1.2.3,and d, Ud,edris. pipe, other Vern AASHTD Daupssoon M 26 Type ID Class IV,shall be pe.furstad TV.,my be aoncrese. g-12.5 Rymenl baumurved Abet,salt onsmd (g.1vaniaed)or MumNum riled (Mumcassll mnugama won or rtsel or m,,rugated aluminum All costs associate with cUulrutl the reuiobg..Il, alloy.Polyvinyl,hlund,(PVC).or oonugaa.t polvMykne(PE) Wing prised mmrete eaab(og wW W.shall be include w th,option of tor Comnrbr unless roe PSutr.Peaty she lyre b the unk mavact prices for the applicable related hid kem% b ha treed. of work required for mutruceno of Saod,rd Pl.o it la not nesaury wl aU drain of uderdrun sups an sn5 Nei-forced Coocrwe Rsabbg N'.Us Typ 1,2,5,and d, one project be of the sine kind of m.tensi, Mwuver. W contiguous pipe stuU be of the ume kind 7-01.3 Construction Reg.manents Division 7 A tr nch of U., J,rism.n. .bowl m w plan, or a Drainage Structures, St.,to Sewers, .;wAMJ by the E�gmeer shall be nsva tow finds ud on, g.-en by the Engines, Drain pipe sMU be kW in naw,ubl5 Sanitary Sewers, Rater Mains,and close confoenay wlh the We and Mdre u shown in the plan, Conduits The drain pipe dues be hid with wu„US,, joint, uo.s oNcru tic.pec,fd '-- PVC dram pipe.hall De,omW with s beU and spgs you ..It a(kaible eh,tum r,,scat..d,acnbed b section 9-04 If 7-01 Drains 7,u bell shall be laid.,ties. PE or A IS lain pipe shall be yumlod with sup<n,urcwan,or wespwud wupWg Md,u mcomms.dd by w manufacturer of the tubing 7-01.2 ht&tMal, When uMerdm. pipe is hero{ mollsd u . eons of htavruls sell meet the rquusment, of the foilommi; intercepting ground or snncce caster, w oet,ch shut be ..W., fine-gnJd in the existing soil 5 moons below the Smile c. mr G...l 11s:sfdl for D,.,s 9.U1 12,4i Pipe u 6h~,N U.Plan.. G. ,,l hukAll sbaU be uud Binder Coornu Dn.n Pp, 9-05 I(I) the pipe Gesvel backfdf shell be phcod 1u the dgah shown in,b, Z.C..lG.N.n,.ed)o,M.minum Plans of a derecvd by the Engineer. All backfiU shall be placid Cos.(Al.mna.d,co n,.ud hoe in 12 u,,h matunum lays.sd he thncboghly wmpaetd Veld, re awl Cisi.pips 9-05.I(2) ther p...s of . v,bnmry mmpcbr to, sa,h layer The J Corrua.ud Alain..Ago'D..pips 9d5.1(3) Comm;for.hall..0 cue N placbg the grsvd t rku m.unsl to Puln.yl Monk MVC)D,wn pip, pn vent it,a,numuution a iesh d.euur osum.m p05 1(5) When n u no,'aa,ary to outcrop w.br flowing'uhnnesh 1 C.""rayN6Ylen(Phi roe madwy...facing,the subgnde dean a U be a..U,nd or Drain rap,a,r'b drown a...o 6 05 1(6I &—or.n,c ui;h the SundsN Plan Comgsud h'dy.NYlea.(PE, Concrete dorm pipe.hall be laid wM w bell or W Dram Pips.12 uses though 24,rah fie, end du.wr.... 9.o51(r upstream hda.sad Cw.w UoNrdnm pipe "3 2,:) All p,donl.d pipe sMU he hid with IN ped.,,eco dmsn hdon.d g isionsieed F,h,UdeNnm Upon fwl srcepunce of w woo,W drawn pips.boll he open, her 9413 20', clean,.d hie dnming 2m Cusud(Gdvar.sN,or u.rmwm Crawl PVC undo drsm pope shtu he jouped umg sub" the WumrWed)Comp.d bon s gwl nelllble elaltnmer6.1 Y dwribd N Section 944 g or bbem Undrol...Pipe 915 2t4l cement as dacribd m Section 94e 9. u the option of the hsdeswd f:mng.w M....mi., Contractor unless uthrrwv,.pecifad in the Plans The bell sMU VnceNnl.Pipe 9n5 2(5) he kid up turn PE or ABS dnwg,tubing on eMoutn p,p, PagrSP-d5 Reveaoo Due. April 26, 1993 j7a3 cw.eu --- -- —---- II 743 .MU he Jokrurd wmh nup-on,urewen.or wapsrouM co.,WS If Ne C."Inam'.Meta u.tau.n Alternate uuYlklwn,pkn, b.nd.,u facoeo ndod by Ne manuhmurcr Yf Ur, ,bind for the aMrata fMU be,Wmraad m Ne Engurn,r for.ppmral pnnr te procunng or ooruuyeo,l AA ahe,eta T-0i.d MmwaaAmt When n,heduit A,B,C.or D mlvert pry.a Apw BW tar Ure 71hA knp,1 of dram or undeadratn pipe will be Ina number of Pkm.the Cerrtrannr may Provd..kemata N aadoedana wN hoar kq of..rk qd a UnUnn mrAund along the invert the raqurrcm.nta of N,Khw,i, he.to An,Skn,ked Pan If Pµe Paed m"non of tM kngth da,gard by the Engmsr 0 n AAIA te requua Da:r C rrroch domw'pnr,wade ArUl one be maaured o,Paid for uroNer AaeP,AMc Alternate don, not. the DAApn C mr,h E.a..mn of tbe porch will be maaurtd u arvcWrt au 1S°AMU be vrcdMA,j to;he mten pip, raarAW. CW. B or amnurc 'A."Wo Cta.. B mcludmg Pm*unuUW under-We"d coe~uoe,,wort he deph haul by Ure cub.yard AA M,fry,o Saaion 2q9 of dove' m b,Uran 2 rm. AMIh not be of Ne beU and .prg,,l firt.el beckfW for draN.r lU be meaAurad by the cotume Ugly , placed.,thin tM naU ,Umu of Ac Vurt na.Auon CIA'.B Culv.n pin own 30 oche An dr.ma.r, and cuNa,, PrPe Nbo Iht ee mart don Par iwlude',Irunun arnnaion Arch of AU Ape AMU be of Ube paamrem, CIAM, m,tanal. and CIA"B'a'Srraatun ean..ebe Clau B Mclud' am: "ex0id 'n Una Plan, or of the aeaapabk Ahersta Aft 4u"by. nefunst,cW.,matera).And A—u maY be der ,My tAm au trap an,oekaed wain Lb., YAW aAU a be Pkn. rprAtd m tM Induded in alber tosmaea par Yemf. Bevakd erred Amvou ,MU be of the aAnre tatmal u N, mbtn Pape o which Nay An AM,,, ' 7-01 Culverts 'A here pkia or reinforcd an,rate,met,o,Aluminum!. ( Are referred to to Sation 7-02 k 11LB11 be Und ratood Mt 7-03.3 ALleriak WAnwce it al.wade to PS'E'. MAkruk AMU mm the requvemtnu of the fokowmg 74, 30IC Placing P%(7 Pipe .mtmna In the Math, prepared no Ape ,rid to SA,,bn 7-02.)11) 1 Plata Caws.e1Nen Prey 945.)(1) P,(: pipe.ball be kid beginning at the Ey,a md. eth Ne R,ubrM C."hr.an rater 9-05.)(3) bell and upgrade. pangn.N 'rill be ued a the beddog r Ay,l Nb.ray,AM Srcuua W.YP) A tarill and stead from A•briny,the bottom of the pipe Ae n9e nett Pm.Ann Aw P above the bop or the pipe. mina It k emeAd.n a mood, l s Trn,sn,,1 90fA a Wrt ye" a audded JAW, a rabbet garknd MOAK ,.eehlr ran ad Np•Ann " n, a e the add rl U,, vrW Trn,an, 1 vffi.MI OA^ be n,ed at the point of S.,Ewi K s..uoiy, rouarcUnn. NpWA Tra. .1 W5 am) Aam.wm Clrn.n rate, pas_5 7-03.5 R/ment Aluraam End twowu 9.0350) PYC M, 0."12 h)mem wUJ be made for n,uh of the roUowvrg bed uemA N.t art mcludad m U,,propaul Wh,re Am i or aluminum Are rferrd to N Nn So,,,in I •51hdu11_CON phPa_In Dum Par War re , "'and u a Mud of euh.n NPe, pPa Arch. or teed seewn.. n r. ahW be ud,ratood tMt flat Atainc roared Arab Aspbak 2 'Pkm Con' Culp Pp,_In Dam per Lour Tra ant I IB.IVArm,) or Wmmun, noarad foot (Alueomadr .W'U'P von or as lumum h,and ain k ovm eptad Aluminum ) 'CI Ramf Con, Cub Pip. In .—_ Du aWy AP"d m SaatwN vas.and 9-03.5. par 1.foot. Tlw Contraeu.r It. the option of rospucWg culvaru of A •Flora St Cub pipe_in Tin _In D,am Pkm or rtmfnrcd worm,,an,),or Lwoon.'n A nhm Ih.tmu Oe,Lneu faa , . Apo vied and u ahewn N the Plato k k not ndoaSary that.0 5 'Tr. St Cut.Pape_In Tk._In cubrr.P'pa an uy one PmJ,a be of tbe Anon kind of materul DiAm',per boar foe bey,e.er.all oono.m n Pk,,MU be of the um,End S 'Pkm St Cub PV,Arch_In Tin. In fold.oUrerwa AMw th n m e Plane or fpsifred.the cWr Pan'.per I..root , of mmrua pp, or Alta &,A.. of Adel or aluminum pre or 7 'Tr _Sr Culy p.,Arth_In.Tin —In Pa AM pe arch U be the.e rnr t,,,mare knph of any cul.en. Snar, Per War foot AM.h.0 be Nat nquud for the muimum hugh,of oovcr. S •Plate Natabk St Pap,_M.Tin._I, Diem.`. Alternate In, ka.WWu shown kr the Pkru may be par War fin , nerutnraed pmvdmd Urea k ro vrcran,kr die mat Anthe Sure Y. •Tr _Nambk A.Ppe _m.Tin. in Mauumntert for Payment of the bid AmrrA uaoom,d wnuh DAM per br,ar lou,. the drakmge mAAAL'atmn will be band on the duma,r of the 10 'Main Naaubk St Prp,Arch_In Tin In , cuhan Pipe dumbed by the bed rum o the propou' Spur,Per War foe 1 I •T' _Nn,ubk S, Pm,Arch_In Th In SPan'.Par War foot . . Pngr.SPdd Revlaoo Date Apnl X., 1"3 5 N � W '�- '� 7-03 Sfrvnttnl Pyle Nit.POW Anh,Arch,End Vnderpab 7-03 p,.1 Pyle rip.,pip.e AnA.Anh,and llndr Ljndeepax 1= 'A"Ai Cut' Afa In TA In Dian, _----'_.--per loin,fool 22 "$&my Ban for Cohen 13 'Pbr AI Cuh bat —_•.Pr knee, Apo Arrk In Th —In TN On"mn Span•,Per Wear foot tan pare pwr ixwr fuu br •Say, Ban bi t The uml xnkwn pno, Per better foe; for c Cuh,t,l Ary T)ie Pia arek of the bad .ren pipe or twb, meln,eb, trd u MW I.fUU my br W mKha,Wwr.rod auk al'aCtBW MW be bU pty for aW iti the bba)pu• ry ern w AL rams. fumuh fumuNnl, NuW/ W areembWl m Idan Uk oomWrsd Uu kotdx.lb rsU ,rort and ilU 04M, n. rcludM/ brvW emf M POW for b b a'on.buct .0 o-ll rot( .eaonn, t'htn felted, Of ll 'Taperedblankly uKdenW M tint ttnJ—Mbnn uW foul eHanM1 of , Lad r mb Type___way prrcnbW borax arrae xyl be nmdr.) oroirij Pb mkt. I oomnn pncw Wd at ,I.e apphcabk unn Srboo with T towr,Kf Prb'e Pm' " flit •TaPmed Ead N. 'Reb r a fuU 7Pe— Pow Bm_:a Drm.'.bah Y [(type of Apr end Slre1',Wr bn.ar fore W pot aU bbw, bob, matmrb, W TAe unn aontnn pace per Cubic YW for •Skuyure ammtary b febrtcab,fateb►,Wd IakaU Ibe tM ",a. .a _. EanveUon CWt B' or •Suunurt ameba. Xwl'er,0 pet wrr I" for •Rebvlrl ab f C, B rcl ehw to n.0 [!tyro°fI" and.eel 7-03 Structural plate pipe. pjpx srch, tam PA) lot e.avaw/,Yet tnmck, rtmurrl ua p�pt. pON"` It b m net brown. tWnM[, W ej.,ir[ it, Arch, and Underpass CWe w"a culvm plpr,an b be rani but art nol M De 7-0.1.2 AWerials rebel YG:,,w M ooO wb.n-9 tee rtm°rel� IMU ec www UK uml solnnn port per CUbK yud for •S,n ii', hfekrwb . in.Ea:n'uwn CW. B. or NU moo < rwivuemmu of UK to Unxa.,L I Haul'. �[ku,Yurt Eanvuron Cl., B Intl ,wlmm I! Cxcna cu.3ft, •Herod End Swoon In Dkm per ncA Co S,W iwl Aybah T our 16 •Flartd End SwtK,n_— marl 1 9yl)bs —In Span',per etch C'rn'[.ud Nu,unum 9d)b;/. TN oml ronkan pnae per etch for ,4rW end eenmm for Amfon�q[u,: IN,ke Cohen fumuhW and rtu 91" taco 16 rem,i .NII h NU WS it,rll AY<mtle reuWUcn, nc�xm On the PnroW ma, be kte be Wr1 mcIWIn/Iq pleW ark auentron, anetmcW Pri Ihtrt u net uK wken epwllW 17 •pnlSn C TnMk Comtrvr"n', meklb°on or dr tat M the Skk roan M Ifk bkl Con of Ne The wet ew,eq pncC Y Rr Ca'c ynd Mauurtmnl for Wymenl of IN f°mtrucuon' pe,cubic .W fur' Set f TnncA the dnutge n•uWoon rkU N bM rOn, aatockW rsN r:IW,n1 raa ubnyudU a, for ton.lnr"S tN ewUnn weuWlwn dncnbW b buN on tl.e rue of tfe fa aad roul of nn,atW matenel, If Y the bk.km M tN Pmroul me**" PbcMS of IAc rpuuW Ny or ant. aid pbCM U1r Con,nrbr uu u eIt rink t�a,.0 b nmalrUc•n,plan. r6WmB ,uleru3 N° payment for pen n L for the alkm.k,Ntl be.uhmoW M bt En 6ommYtiiu rated be made xken [ C tnnrh poet to Pncunn/or mm,m" tN Pnorr br appm,.l bx'etrunron u ngv,red u e the De.q. C trench [ rNrak ubdwn of rnuh of UK Contnrbr'.option m whedub ripe 7-03.3 C°nelruetion Reyuirm,tu,ta N 'CoM Cbn)9pp•,per cubic yang Th. unx en' price per Cubic y.rd for •C,nc Cis,, 7-03.3111 Foun IM, u,aU be NU W) foraU vmrt lotions.(,atrnll Writ. be b PIut eau"S Svununl pre Pit.. P'la ankh. ul,drrp aebt, W buu 19 'SLv -re br anhn oh u N PbcaO on aubk. buWtbom prepamd U•Nr kaavuwn CW.B',pre cubic rem=0 •Stncture Eanvwinn Cke.B Inrl.H.U1, xkthe. � th. aW moe even by the EaS,ncer Soft vaM per cubic eMourkW m tee but tNll be nnveW b a Ike En r wvh aktdt pkk Eau, ron Una C6 a. pace per cubic yard for 'Slnuure m.kn•I[ami Uwrou�i,�emfdlW Srevel or . H.ul'. u t O1 'SUucbrt Eauvawn Cbu C Inrl Rat. r m,,, W ,, W. Pw'fKtl b SwW.:-0y, thau be IOU v carenW K or booker br„k,w,l. Wd per. Or tau,won If W W Ime for Skunan Eaanllna Cbr 1Ae eauveW Oeb`.I oururau,/ r the bue mutt,, aW1 h Or Srrafun Eaa•af1W Clan B b ye k,A the [rtde aW t, kA:W ,vuh nYbr Prkm Weo f►e,cork tided Ili the Khedul•of re rsU tk a mbunum [uwk tu.h. mew elk nteterW " .bould be rcbdN r�M—d-W retdeettal aad W real ereNa,or undtn,u,u puree, p,pr W Cat of the pipt y 21 •Shona[or Eats Ea.avtonn CW.B',Per bm Aa ebwaal w eafn MA PKiuo•paired"D men the rumgxa,eL.r. p •uluirtmab of Swtioo 2-0_A, The unn eonnc, pace-Pr' ymP tempter({.,, lot 7-03,5 h 'Shona/or Ebn Eau,.Wn cu.,B'.I,tu N IUD J•tltnl ,art u.PwifW rBwUon?Q9) Wy far the Parmtl,t Nu an vKWdW,n Ih• a br ark of die blbwyn/bid aem. pmroul Pprr-SP-d' Revmon Gate Apni 26. 1991 J 7Jd Sienese" 7J1 &AM IMM 1 'St Mr Mate IS, Gate_In Dam.'.per all abr, web, materials. read M9ldomt In W.,R.r rrbb Mpbsh Test t 1 fabrieale,furobb,end Wu016tat oullad. • 'St Su Pure Rpe Arch Cate_R.__In „ I Span'.par a,ear loot du Asphalt TnNrW 1 7-04 Storm Sewers 7 'St Su Mate Arch Gage_Ft In Span',par Imam Rol WU Asphalt TeaatmNt 1. e 'Drop__St Underp,_Gate._Pt 744.1 ALteriab In Spear',per Inter fOot 5 'Al Su plan hire_In Th _W Dam'.per M.wnea of u rose the nq..M of tr, foll...mng linter fmt oallone 6 'A] Su Plain pipe Arch_In TT Ft 9a.e Cm.w Minn lc r PV 11411.70I , In Spear',per linear roar Rr,•lon.d Canna S.S.r,pipe 94S M) 7 'AI Su Plain Arch_In TT _R Span' per 9wl tp.el Rib Slim„S.,Pip 9.09 lenanr kd Mal S.S.v Pep W 10 t Denp__Al Vrdaryan_In TT _R „v"...S.ar.rr Pe. 9M.11 In S n'. honer ford "arene•e spew RA Sneers,u—', . 9-05.17 F o per MY S,.r Pqa 9.t1.if The um, roman env per luiear (Oil for pnctunt plate Caryatid boob damp P.4"Inras pipe,Pepe anh.earn,and utWarpa Of tire darer,type,tote or pip rt]rEP1 9tl.U01 tr,cbnuo and ate opmfiod atoll be Rrt] pay for fureah,nt. wy,ert Merl or alummuro are refeneel b in the SeruoO m - MuWg amf unme WS in place the completed atrvcbrc ng•N to o kind Of meta revue,pep,a atoll be u.dlcry oil Li•, 9 'Cane Cal,_%per cubic 7aN irrl a atnc maul Wlvuved!.Aap45 Trattaest 1 Cgted The uart oamno prior per cubic yard for 'Cone Clan I jol. mm"gawd on. or a.el and ahot be pe,d ea rpmdlad in Section W aluminum a mrrugaW a' .arum Way an spoclftat m Sarno"' In 'M Reiof 4r'.per pound 9-05 a amf 945 5 no unit romano price per pound for'St Roof 4r'slaL Nbere tart aluminum cr oluretred pal pipe roam m on peed a orcc&W ern Section 6-0: iontact who mottea. the pipe shill be u owil m aceordae" f 11 'Strv:wn Exaruwa CWs!'.Rr rubes yoN wdi Smtw,7-0.'3(1)9. 12 'Struroere Exorvawtt CWa a Inc] HW ,per cubic Mrmare pop InpaWtiono thr.a more Puna new M rard ron,trucW pmvrded then u re,arenas m the tool Orel of trio `.q TT. unit Metnrt Ante pea cub" yard ton 'Swrictnn bmWaon or dpnroem b trio Seat. Exaaoon Cl .. g' Or '5,r turn Fxeavatan Clan, g W! Meaeureroen, for,p.)oery of eb hid arrive u.AW .0 Haul'shot'.bt paid no sew J,N to Sect 0n'49 If an bid bent the on,steer Nratatron wilt be wed oa the damper of tM for Strtienn Eee•ratloa Clan A or St velure Eoeaeatm norm u.e,pipe dacrib by trio bed cam in trio Pun, C W, g is Included IS the rbeduk of prop then the weak If the Contactor eW u w u•e an anerrati melalamn.plant j vW be muideeed tntedmlal sad W east s►uuld be ue Wied for the anemate ohatl at aubmnW b bit EOWOCT for appnvol in We mat 9f the pip". Perot to precurir,t or m.0 ,tir,f the aMnaw U •Gavel 4rkRL fur Foundaunn feu_',per.IDm j yard 744,3 Caosw Lion Regw,anma The no contract price per OUMc yard far'Gravel ll.,M For Foundation, Clan shot] be paid on spn,6N m Sect"m 2 W 7411.30111 Fop&tiling la 'Snoring ter Eava Eaeava,ion CWt g',per yeaw Sa,uMe e.:•raurn ohaL be made to recur,the bell Of the fogy,Loop Sun Frp and the p,ni oWl err,bear upon the foundation matiaal The urea mntreo peace per rq he Inntp aunt N, All W ti.irme,b We and trade•MU be,,lade by..plait•vat 'Shoring or Earn Eaeavaaon Clean W,MU h �uU pay for the or Mod in awh su Abk bedding irrational under IN bode of the a t wh an Mx,F d in Sacaon 149 5 pipe and rot by bi.,Wg or.edging boddieg maleral thrill he i 11 'Sally 14"he Cuhnl Pep Tye_',per Inner gavel taclirdl for pep:bedding W shill be aon,uutW w the ] fro, dirme.. a ah".n a the Standard Man 11. tiara mntrap pros per boar,loot for'Shty 4n Ice Mpe beddaµ (or PVC .Parr pipe aW masat Of pen $ Cu]ren Pipe Tye_'nMU be NU pay for all achau,labor. gnrp. It shall he paced m n depth of 6"seer and 6' under �1 bola antenna and purpreen mover ary to hibroatt. Nm,ah. W taternr rnli of W pipe. end"tall Uw ufay tan Th. eO.n and mawriaa to tvnprun JIM the head.aW.tU be paid for nepantct) 7d4,3121 f•yN Staten Serao Pipe 16. -Tapered End Section wM Safety ban_la. Dame,per each, 7-06.3RIA Suncy Line and Geode _. �..,. 17. 'Tapered End Settles.hob 4fety Ran_Is Surrey We and peke edl br p,u.ead a ,he Fegr+ce: or Span',par nub. ecowernor, to o moons,ro mutt .nli woaeM premed ed _ . The anb mntron price per each for -Tapered End titre spaiM1ewas Sr1Ya lab►soft Be. In. Dam.'and'Tapered TO T7.Co ixoz .or paU trenrfer line and garde hmo the ddch section with safety Ran Is.Seto'shall be fun pay for alien trey•M::be tamed by mans of a Wee bum or a um ➢age S?-W llw,atm Dow. April 26. 1W j x 724 Stores Sn'erx — — ---7-04 Sunni Sew ' ( Suds hoe auppon.. ran Briny M Moe, board. at Werv.k of The nonee.w Camemelal Clair 3OW for plu MS...tint, as niic than 30.— Not kr,man Inree i seer boards shall k wen ewer pip. W 6c...red by the cubic yudr raquawl m ur m one Inc On&.eMU M coroc,-.,chi,kit and er the u specified m Setuon 7-02 s riem of a devwtbn,the wort emu M Jnmd'.. • stopped.m, The knM of WitmS atom,sewer pipe an confomtanc,wnJ Emguwrr notified, and Inc ... rain'.,, 'xbre peocwdmg Satin 744 0t4)will he Ulu nuM<r of hest km of cotnpkYd 1; with Inc work My other pn,odur, .va'u have me no ,, mmuvwns.,.Uy wtd eppro'.1 of tit.E.Smacr Ea.vation of the moms sorer trench wOl he eertured ar,,tu,, ea"vumo Clus g or atruaure sa.wsbon CW. B 749.3(2)G Sturm Sewer Lim Cosrem'hom mclodm5 M.I.Weld-sw►wryeKu ep«tAd is Swoon:49 B Storm cower,We eoncectwne b tnmke, swot, latenh,or "t boos me Included Is W emblem ask sbrm.renter.1mU he left wo,o,atd Wbl alb,the Eopmar Shorms or m:n eawrumn will be nuuumd u speerird in t ma ."Weld ad spprovd the "it AM, appnv.l of the Sauon 2.0 a connieuon,the ornch thaU be MuMW u apet'Ihed Ail r.sswdnm etuU be dose wJtulug prrmaeutMured 74I.5 Payment y. be tactician. or pipe awtb" appro,ed by We F.oyiaRr. pyrrient.ill be made for inch of the Following bid unit YY Aey abec method or matrrbb proposed for we I. mskiog Out au includd m the pn'Ful nsncttane stuff be subjwt ba appront by the EaSister. 1 'Plain font Storm Saver Pg._I. Diun Per 'a- 7-04.11(3) BackflluiS Storm Sew.Trenches in.,font Storm ewer treneha shall "bakflld Y aeon aMr'lie 2 'Clau_R..f Cone Suimi Serer Pint_In Pip,laying a,pos.ble TM Cuntnmor shall no,Mve more Nan Dum',per iris foot L 20D face of much open to which Ne evaer Mt Esn completed y. 'Tr _St Smm+Saver Pipe_In 7T _In t _ u,"by permution of the Engmar 4ckfiWng of word. m Dam.',per Wear foot its vumny of cam% bums. mantola, or.her appurwrurw'et 4 'Tr AI Stain Sewer Pier _ In n _In �.i will Dum',per it..,riot rem be perinwf uuO omen,m the ow h . m onry her becoe m u o T thoroughly MNend d he um, saur c ct pia per hour fit Inc.tom sewer pipe n, pet hcewrn the pipe and the home.and tole.of the of the kind a ..ieci(ud .hail he NU py for III work b c trench ..AU M 611d In 6 meh Foote I yert and .,h layer compIsc the msuWtion. incldmg,dw.0)ttnt of invm e b compacted b 95 percent main..dm.ny The !tang emu M in.Niol" Whinena bid facts graced bakflli for pip, bro.ght up every on both idea b uic 19,91 of the by of the bedding'6 included is the,",dew of Pries,pipe bedding. pipe The pipe ah.0 then be eovetd b at but I fens.hat i u the..Is the surlad ple.,s►ail be nmidered rxidecul IV,and roe mameuu wholly umpd wall appropmtr rout,m. b the pipe sod so addition,payment t411 he made moons.b avoid m)amg or duturbag the oomVk d seer S' The mauoW ud For Mc be snub ad b a f foot above the by of the pipe e1%&U MU bec Clean inM or tend..f ml ra P Aw 1.0, to N 0 OR (rem clay.Sn.el,or some which will not pica N.ugn• . inch drll Fora corm .uve sewer p{pr,ifrequiredvrequired►7 theEsgisEngineer..shall m of sbidsed in the ,,mmmS porwo of the MckfOl,the Mckfdl mstertai ioc.d.tal to and Included ba We .it nnbaw prices for other tMU be placed in aaordaae with Section 2d9 Sff)E beets. K.Bmg on the pip.aMU not ce Wnwd and at Wn 1 fom 6 'Slams a E.e.,auon CWr 6'.per tuba yard of inM M,been pucd upon it 7 'Sect .;Eac.,.,mn CW.B Intl 11.0%pc,cube PVC Pip.shall be bedded and beckflWd will,pre Inlet yard is accordance with 7JS„llllg prior ba hakfAiag the The unit controv pros per cubic yard For 'Structuw ,unamdrr or Weire9ch. Ewvubn Cut, B' or 'Stratton Ea.v.Oon CW. B Yea Memurrmnt of bask rue gravel fo,wescb beck Nl will N.al .u rpecifud in Salmi 2-09,.hail be NU pay for JI wmrk tace.ary For uw wr rtr win of the norm seas,tew h If se he►y We ban, a at.. ance 0.c awtiva Vlach width th ter ..- .kuktion of ant lion bard on arimum Vlach width per bid Yam flu Sbatun Eau.sl'ma Chun A a Strsrhn .mtlos 249.5 sang a toarrekie(steer of 11 bass per cubic E.cantiio Clan B Is Included in the maeduk of prim Wen yard,w►iebss Y 1st. the work will he com dared IncdeoW ad be,am should be Included is We eat of Wr pipe. 7-0S.d STasttrmnenl g 'Cori, CuW 30W',per cubic yard The unit contract prise per eubrc yard For 'Cone Clear Th,knpth of abrro soar,pipe will be the numo,r of Panic 3000' smU he NU my for a work required m plug ewimS face of complerd mmuWaun meuurd at,rag the coven arb wi, .toes sewer pip" meld,the,kagth th..Sh elbow.race,end fkwS, Thu numbs: 9 -Storms or Eabr E..vwoo CWir a',per lump of Mrs: Wet wUi he m.tu,d fnm tiu cenur of manwk, t,, Bum R ji, .ou, of maMok or b W, ,.d, Pace of catch bum, snJ The unit contract price per lump atemywre•-" For .raider type e~oM -Shonm or Exley E."vuton Clue B'anW be ruff pay for the work u apatfud in Section 249 S ltge 5P39 Revision Doti. Apnl 26. 1991 lift 6 PAN -0 aYWaIM,... t- 7-05 blanAola,We",and G1rA aatiro 7.05 bfaMnls,Inlaa,and Catch Ba1iw Conanao, -hall rod aU onla W oWa prpu AL ccrrccoov 7-05 Manholes, Inlets, and Catch chat cane,be -Y00°°.e.11y roadd -bell M wTovd area now oorv:aWn,now, y Basins Mclefdbn/of Wei. mmd.lst. W ouch bum -hall M t dos en--,&.with the Provo..-of Seaton 2-09 Manholes Vld Nka-MU be oonMN'l on.WTp-rod or +JI 7�5.J CaRatruetion Raquirmamkt udulurlW keel found-non A grout pa,. -hall be placed to The e.cavwon for W manholes, mkU, and catch booms Allah full baron` for pleevW undo tf doomed necessary by the 1 -ball be lufftcknl b la„1 I-M or the clay baron Neu ou"t Enpnea, Upon owl.near, of tM w,k, all catch bum-. .urfs.aW the earth bank nurwe.. cajw. W other d.,c ob,.aure, °hall be open. TM weer or 9MUng of-ounhok or ouch bum.MU no, ctato W free dnonmg M Broad b Mal pad,ueW the 6n.1 Woron of the powment, All Insatiate,shall Ore eaemak eons and -ball Wee c goat-, ditch, or .dcwelk on which it u b M .laud Ira.been Yddm. eMbband, and unW Permu..n thereafter at pv,n by the Any h.MS or extra eiav-oon required shU TM the M grout grooms in place. Coven°MUM utreenenU of Salon:de y En ear b m the rover or r°q a.w P.P.,ly tc prevent rocking 7-85.3(1) AdjustingM an Maola d Gtrit R"jM to The Contrumr °hall how the option of comvuo,mg Grade m.nhola of p ace,co"rote or eau.m plate."reu The ch-nMh on mothoka .hall conform accurately to the Who- ehnwn m the Pk-- or whan duertM M be ..or pride Engmeer.the twung T-nholea or catch bum-hall be adyusW IAdder rung NW be pound la the proem concrete w-U, b the grade as coked or omrwua do ipulod by the pagmar Rung .MU be uTformly -paved at 1.oncht, and be wen:nlly Tb°swung rot non Mg W rover a,Tanholed and the ahgnd auA bum tome and gnu -WWI 6M be wre.,d and In the event any pip,enters the manhole through tM precut thomughly -Waned 1-1 reonetahmg a the new ekw Wn Ftvm concrtte .mU. the Conrnttor MU m.k, the e..,y rot that Pomt.the ewUng etnaur,uuU be need or k,uered b the through the m-Mole wall and owl truth The reel etwU be cot raq.red ekw Win Ou.h oath W fare of the wMeate W -hall be cut on such a a1e mender ml a My not bone the amfonement m tM rrenh.•k all It ang The end,of all prpe.shall he Uunmd Uu.h wttb the mode ILmouttdralL btanhtlY4 sub bait and ela{lar rate atruclurs la area,w M safer rite:rvabod rock or In.el Rubble p,kw or (Imble pWu, /ukett may k u.ed W -hall be mastrurred to a point appro-iaatNy eth, oche begot and grove yam"of Pea t urea J004 between phxw below the subgrade and mobbed wW . t.sponn watod eranhok uNU u-ed for unary swan°MU be ntbMr pukaed "I". L-°U°I a,aabola 11u1.1 be rut off sad moored to , All nth,r yomU W all orchmg, cut through the wall, -MU be sty, au°.er. Tb, metraetoo shall w,auU, ,dvw,, gmcWd am wetertrsh, orb a-ohok a that the, any be roll., found upon If 8--km art wed, h.ndWg of the pw,,t urge alter the completion of Ne oUea wurk. Ma placing the (renew or Iota M- been aRud @hall he done awfully to .,rod cru,hed°bee.urfaiat,the tuahuls and auehole eauutgc dumrbmg or dam prg the gads or wneminamg n r,th -hall be matrurtd to the flubbed trade of Ne road.., fortfn a.uMI Care @hall M esenud to .ham proK, surface. Elwoxtloe aawt-ry for brlu{Urg auahoka b -bgnmem Mlon the '.0 ar, Morel., bread Ism, Du,mg &rode shall emkr about the ,oabk Md be hold W We mce,t.n of IM longue or opigot, the wom -MU be pattu0, Itidmure area eeteuary. AI Ue easgdaloo at the sanbok -umoaod b nunvew unequal lateral P.,.,on the guka and .dluatam4 Ne rood woad W E"bbb shah hot WWWd i b aam-m o.•ncentncrty urW N,gasket u poterly Poauend wkb aateri.b wbicb rang Y W aeeba requtrW eo Wr R:pd p,{e.coroccong to unnan -ewer enabloles sholl he typical mad way secton, mad be thoroughly eoapaeted prov,dd wM- OLoNk yoim u.duunn from the face of th, Wbeer bkusiooua e,rru, Iratmmt h W r• plecN, the reaMok of era men than 1 I:once the wawl pope dumaar mabolr wtmg'ball be iastaOrd t.oa 1/3 late by one iah or 11 uuhce Lt e:twrw,to grqur high,,than the roadway arrface,a W agwor sear d'M. Fleatble pips wareatng to u mry Sawa manhok, ahall 1a cement mamoe oaremmb blaeb.W. With bear., he Pmvtdd wrth an antry, wupLng or guta -pprovd by the ad IMU11 strucourt, ebaU be c aatrKNd and °dhow to Engm er No PrTc loot m fkaNk p4,c °hall M placed wlltm N° ata, Statute, a MLLned able atmept that the final 10 we of IM mad.k adja t IWtl be sad,sad net bW twat be M -Ae, RackNhng around the work wall not be "owd unW the RMaa We baea PbWW eta&chair. In Placing W coacrar waau or..M,Me thoroughly.- M"MW4 sows, Wet ahaU be bats sea to other Ne Catch bums he waterrght pahlaa at the easdn&is my say Catch bum gnu rob W drop Isla conoccuon, to the btaaboles shall riot be -ewer shall be ee Pk:d tha the conreamg pt w may be astly &tooth mad tW pa,ostiot In t,woo~.a e►kb Ua, for rodd.d ova no enuw cro After the coonvetom are made.the °mW of sock visabole shall be eardally abar fmm Weerace, "iously established by W enatraceor 1 b, page•sp.90 Revuert Dow Apnl 26, IM J ,. sins ..-.. . . .. - :.. ' r to a R wL F r.; AIL 745 Manholes,Wet%,and Catch Basins 7-05 PLnholes,Wets,and Cafeb Bunn pavement shall be cut in a restricted arse sod base material be r.,ad to permit rtWval of the cover. The stockade 7-05.5(5) Conneetio0s W Eristing MaMWes sbob the. be brought W proper trade wiliaias the lame The "mosctor shall verify invert elevation. prior W mnbodc of constrnctloa as fur the uohok itself. Tie rut cor twction The cmwm elevation or la rats shill be m dw ace as too frame shoo be placed on the coRerow blocks sod wedged the crown eLv.0 m of the allowing pipe unless specified The ap W the denied{rode. lit asphak coacr"e paremset ubau eauting base.NU be rmMpw W provide a channel equivalent W be cut sod rend to a sat brew, the diameter or which that Specified for a new manhole. 1 shall be actual W the outside diameter of the can proo frame The C,o rsew, shalt excavate completely aroud the plus two feet. tie base miseries,mad trwhed tuck sbob be, roadmle to prevent wWlarod load.` T" owMule .Kill be removed and clue b(3/e)concrete shoo be placed m that the kept in opersdon at W Ocoee and the nearary precaution.scut.' secure volume of the excavation is replaced up to wkhle but br taken a prevent debris cr Other rescarvl tram entering the MI as eaeeed 1 12 inches of the fmi.bed pavement surface. orwer, including a Ught ptrelm, byre.. thmugh the mtwWt a Ye Following der the rewcrac, the edge of the asph.h channel if required Water and for Bushing and leasing a1Wl not aseenk 1.vrment,and the outer edge of the carting thall be be allowed W enter the sewer Mbiled with bot auphak cement. Asphah cos,,"sbob then AU damage W the—hole resulting from the faml-Wr. be placed sod companrd with head u ipwn and a p.tchug operation.lull be erptved at on expense W the Sate seller. Asph.h mocrge will b, paid for as ' asph.h Where above on the plead. sew grain pipe shall be concrete pavement.cuss It including paving uphah per con'. nmoerted to muting liar, "Wl basin, curb mitts and or ' The complete patch sbsU match the muting paved surface for meohole. Tat contractor shall be required W err drill into tenure,dewily,and uoBormiry of grade. The jowl bwuoen the structure, shape the a" pipe to fs and reg,out the the patch sod the muting pavement shall Wen be carefull, opening W a work. alike momuer. Wbae ivected by the pointed with hot aspnah cement or.,hall emubloo sad shall totineer or wbere ubu v,; on the plans, addknwl structure ` be immediately coved with do paving send More We ch....Llfng will tor required. asphoh cement wiiddln. The iwiur throat of We msahole A 'Connection W cowing' ken wW be alkneed at soy shall be thoroughly mortared sad paltered. craoectioo of a a" Lot W an meting structure, Or the Adiu,tmmt of inlets; The final sli{omeat mod grede of connection of a a". structure W a existing time. No cast less frame for on and old Inku W be adjusted to 'co soctno to muting'will he are pted a the buti n.of sew ,. grade wiU be estabUrhed from the forms or adjacent w ullatioa,relocation and adjustment of hoe manhole,eauh .pavement surfacesThe fad adjustment of the top of the bans or curb inlets. inlet %W be performed W similar manner to the above for The lank bid price per rare sh.8 be P•U compcosuloo for manholes. Oo upb.k concrete pa,leg projeru wing curb all labor,materials sod equipment required. and {utter svrtiun, that pnioo of the call iron frame not embedded to the guttn section stab be whin, embedded in 7-05A Masuretent v j concrete also. The meet", ¢boll mood a minimum of siv mche betood We edge of the casting sod shall be kB 1 1'2 �� well. below the top of the from,an that the wtarng course Of uphah concrete pavtmew will but the wt iron creme. oev R. is F P f ad M" r I The muting concrete pavement mod edge of the casting shall be painted with bin asphalt cement. Adjustments in the inlet structure sh.b be constructed W to,lame maoom and of the MaobaM will be sasewred pee sect. Measurement of same material as that required for ore WM.. Th,inside of maobole beights for payment purpum wW be amounted room 'y I the uleu shop be mor4red.red plastered. naubed rim elevation W the levee of the lowest outlet pipe. Monumenu sad cat nun fame sad court +mrau Inlets wvU be measured per each and mooumeot calling;sbaU be adjusted to{nd<W the acme Structure e.ay.twn CWs B wd structure exavaWn Cale msooer as for msobole. B includmg tool wall be measured h•tAewvbvo yariu specific i,bt W, utticrs; Adywtmroo of @I,e bo. castimgv m Smuon 2-09 v Abandon eauung maintains wdl be mar wed per each ,halt be ode la the time manure+as for manbeb. Conn>tbas w canting maN.W will be measured pet each 7-05.3(2) Abandon Esisling 1tfa bola Wring ter ettrt e.avwon will be nvea.oreC as apecda . When e u required Drat an cawutg mahole be abandoned. Se Won 749 a the structure aluU be broken down W a depth of a wall a feel below We revised surfs"elevation,W mr.ationt plugged,the 745.5 Psymal maehok bate shall be fractured to prevent standing water, payment wall be made for tech of the Wllowug bid items 1- .red the manhole (dial with land and compactd to 90 percent Nat art.eluded.the pmpo,.l dm.,p as op.,fid . Sacuoo 243 51411C Debw rtsuit.g I 'Manhole Under i?Pt In Diann T from braking Net uprrr pee oL We manhole may M mined wmF ra tlu land sub)vt W Ulu approval of the Engineer The rmf and per each cover ahau be Nv and aU other sin 'M.Mole L'F, to?0 Fl _In Dum Type seed rsdw maKtai disputed po,n<n of fri' s Page SP-91 Revision Dow Alin!26, 1993 J t 7-10 T"'h Eac.,Brddi e q,and Ball for Nater Brim )-10 irb(ch r Bed Backfill for Water Hi., 'and I 'MtNwk Over 20 i each. R. N.Dimn.Type peer a 'C n Bee.Type_-.per each 7-10 Trench Ex y B.N Typo 2 c., Bedding, end 1 6 TypeInch Dum Pmea<h Backfill for W 7. 'Dmp tnlu Type per 4cA. Water�'181D8 �. S 'Contrite rout-,per bchper 4ch r 9. 'Ana INn',per 4ch 7-10.3 Comtrvetion Dmailc ' y fu0 The PaYmbr for the vurow in Se e tp«ified Sbovc Stall ear Plyear Iumuh"s tJ ISM,mekriey,(wk,vd egbp,nrnr 7'10.3(7)B Egra T "'t"Utry b wmp:ete 4ch unit raamdl Exoeation Spetdf .U. u,eludmp the Pomuluntamg So She PIMU end Chtnyb N Sndb of Nt wear nuu, hoen Noll Show an ewbwries, Such u S Sd pkcinS of W Nc Pknr. or u pmvidod in the Specul provubnl, mu d< S.d bhb tml CSn.-n tap•Over, trip, nqu, "don'. nabtt,y because of w PIOa4'1 u41m4,Or for Other y 10 N else opmmn of, En rbwnl 1(, 'Adfurt MSnAok',per 4ch. rtlouu,or u,Sri Smear,n u nwbury b Blurt,wrest. 11 'Adlurt Ouh Bain',per 4ch. Y wy chSnSe Ne Im-Sd rode.Surh eta, `• The unit con(net hull be nude by Nt ContnM, Sn Prib p fun er each for SU ors otMok' e� Spaifcatiom ur kr 1M term of throe'Adlulh Cuuh Bain'SIrO ear re,ply for f Poeu neue,, to Men p- _- enueSo" I I edjwUrum thew,c E ,Ui riabn°on of Sdjebm Sw vI a [ride u.0 Ie grid,in, u bwred u,nonS of I fob Woo, tun.'2 Secepubk b the En Sk1 0 the Pun-,the r-"" ear" I'mike U,h `robe a;tea 4GYeJOn 4 n 12. 'Swcturt Excavmon Cuu B• eeunry " '3U`UM.M Ea.uvttbn CIS B Incl rXtul'rtrr<obu NSn Ihfw. fro Pip-1.heruun it SLSnmrnr u elan d A Ytrd Per Ne We kMkauSO N f by enter hu been%cave the pUnt.tkr Ne trench The unit wntncl prib per cubic ySrd for 'S(n�nuer Sd betUon ConuSctor Shin 4cavSu the trench tt ExcavStion "ySS B' the clan - or 'SUucture Eacavrtbn CIS B Incl trench. erns GckLll end wmpn rAe pmitw Neal'. u epeeifie• N Seeion 2-09.Stall be BUJ py for .exctvrtbn Sod beckfJlin`(ar mSrNolb,gob mku,drop inleu. �lioo of We �. ed,A s,,M.,e Ex bid keen for Structure E[uraUon klutwo Shall be tmSid and bueb n the Ihtnged CIS l or S(r eaw(ioo C meNutal m imururbn of Ne - Kkduk of prkb N4 0<work SriB� B i io<lu+-d I. the pipe. MtaSuremmt Of'hSok rue nvd for Sod es car be°omid4M w1drnul SSW be by the bo. S rench baekfdl' u..I should eat It 'Abendo iocludd in It,Pont of Ne pipe n E . -t-6 MSnhalr-,per each 7-10.3(8) R IS •Cbmauon b EuSun ten°rd and Replacmnenl of 6'muitable The no g Manhole',per 4<A BSahr{aLe wnUScn prier Per 4ch for 'Ab.don Ewing who Manhokl'Sd'CO-SCb.r b m eacavnmS the Mnch for w 'ExkunS Muholb'ASll he full borsen of the wench to sU or Nt ' py for SO wN nabbry b perform the woh 4 nit unniubk foudSutn kn•I�uc6 oR euy,quickond,or oNer 16 'ShonnS or Extn Ex.v.Wo Curs B', uvee Use m itmi SheO be remavd rc tumS�eere{eet per lump depth d~.d by Ne EVreif,Sod btckfi[d with foundSuen U The unl "wrul When dettloed 1Y rht Enguvtr ter Silty eoib or lie wmnn prlb per lump tumulatre-lace !or candy"iIS art en rounurd,CI..C foundSUon materiSl 'ShonnS ar EX"ExcavSUon CIr B.Itall a fuU pi for Nc moused SNy wUu or fine end �� Work SI rpbified m Semen 2-09.5 Y wise w 17. PMOOO`tee 11'6en ropy no. v< Ne Dmp MSnhok rtrttm of wear The Pon Con°°ni°n''Per ash. Net tkyl, pyu, or Other oft mSu�e o ed by the Ent-u�4. wnlbe prib per 4ch for 'Drop MSnhele becoent Suuntd wiN war. Gut 4rounuSd 0 fn..nauon' IAed be N0 pey for"" ubor. mS111U. and PuuckS aid pow, CIS ou or U'B n berSk daw Nb fine tqu�pmwt neebury(or(ht wnetruuyon of a drop tonnetuon n be mluired udSuon muerul xY!S MPhcle Iwludd,bur not b,,UW b, u W duuile inn fioNS,cad DlorkNS rabea p pipe. Mauriml rtenovd fnm Nt trench Bur u uneudSble for p Mi rIoP ry b wMUvcn a drop for o�,,sewn backfill Stah be remold td 4UW So a went SS If rib p prod per drop Sefmocllon iS in Sddiuon b Nc ^a Sveiubk eUNm Ne kmiu o!We Mitnxl u r p:d far menhoW Sd for the epbified Sever pep NSi u trench,the ConUSctor eta0 fumuA Ivatbk for McMUnS Ne erpkled w h du<uk Urn PNe IeyuierUnwu of S e iie,943.10.gP'" mturul mooing Ne All uuuNbk m.leruil ehSO be leSded dueeUy inm(rucks Sod tauld ro Swum eiu obuind by She C nnwo or.SbckpNnS of ubuiur It —'u Sr Ne project dk 11(11 era be SBowod 7.10.3(9)A Rillid Pip, BddOf meurul moneu%s NC requierm<ru of LL Section 9-03.1539-ip�A SMu be pubd seder Ne depN nip f rt kutl 6 trwAb over the b o! Pipe ed r<S maurui Shill be runmd Sid umpd-Pound the pipe by thea,U,S Pa"sP-92 R"ISUM DSu April 26, 1993 _J I 7-10 TrerKb Ems,Bedding,and Barkfoll for thaw Slum 7-10 Trench Exc.,Bedding,And Backn1i for%Ater Maim 0f ehovcb or Oliver approved hand held tool., W As to providc Sharing or extra ea.vation trench will be measured u firm and uniform support over the rub length of AU pipe,valves, 'pacified in Section 249 4 for MorWg or taxes excavation Class and fitting Car, shall be taken W prevent any damag.to the B pips or its pmtxes,ve sating 7-10.3(9)B Flmciblr Pipe 7-10.5 Payment r Material W be used for heddN Bexibk PBYment call be nude far each of Use foUowW bid "M i. u L pope'lull men bs Nu Are utcluded w theproposal g req uements u1 Section 9A1.16LF9Hi6 Brddm dull he PBood It more than ors be, 7M fire liR is W provide As lust 1. 'Rack E.cevatici per cubic yard. �.. , 4 mcha of bedding under Any portion of du pipe aM shall he The two price per cubic yard for 'Rack eacaystion' .raw Placed before the pipe u installed,and shall be,spread Pmuothly be Poll PAY for w"A to remove Arid dLWow of mtarlab As _ so that Utc pqs as uniformly supporind along the barrel aPmified in Section 7-10.3(7)A. If rev pay Aron is hated, rock SuMequenl Julia of rot mono their 6 itches thcknos .MU be e..vsuon ah.0 be comidcted Jut wobw W rort so omtavua the mltelkd to A depth of 6 inches over the croon of she pipe Each unit,hum a.A All wets aMU he mhsded W oNer,gems of rah LR dill] be compacted to 90 percent of maximum density As specified W Section 7.11.5. sPacifoe in Session 2-03 3(14)D V. J 7-10.4 Mtaeurvnent No measurensn!shall be mad. for closing And grubbing. removal of exiting Street improvemema, protection of exetmg iBmwn-:u;A?(,)a ubhtiel tad UM.,batch excavation and backftt,beddng the # o, Pipe.and compacWr of lit fee-AAbie`Ya4. When Used As a pay stem,ruck excavation will he measu'td m its anµvl p...U.O by volume W cubic yard. The quMl,, �.-yryy measured for payment will teclude only the material excavated wrY-atwee.evr-anatimb�.wuurnlW�apW..art}.tnwpaH from rithin the bntits h.rc.nalter drfmed My Additional tn 6fefPtymmt for excevAson outside of these limits will be considered as having 'remov.l and replac®nit of Aes stable makr{al' wN be been made for the Contractor's bentfit, and all coca in Cowidoe dincidental W oNer bit, keens Bed An lurther connaton with wed ex.vatton 'hall be utcluded in the ur,i mmpeautioo will be merle. cant grit.for led vasi Gems of wort. 4 `Bath Run Gravel fc. ircn:h&ckfU a wore l',p 71-h s hutuonW lamas (-I rauurmg rock eacevAtgn will he +rdbn. the sale. of the [ranch, except be payment win be made for 'ear unit conbAct prior per w►is-ytrdlon for 'Butt Run Mism)mnoved autade of vertical plan.extended beyond the G, for Trench 94ckfdl• Ahab 14 full pay for W wort to maximum trench maths, As specified in Section 7-10.3(7) fumun, place. And compact the material sh b, batch Ann venual dutances shell be measured from the upper mruce of included a the unit mnbAct price is the dkpoW d new the rackto An r such 6 inch.below th w. mderaide of the pipe And uotbk eutadal.nnted from she Vetch. harrcl, or to the bwor unc,e of the rock. whichever u lass No Aepanu payment wall be made for ekanng And Boulders extending one cubic yard N volume sh.0 to paid for grubbing, f...vat of cauWg ttral AePmvo-tents, fum thing According W Neu measured volume. and umalLng and cushion. protection of exuGng utrJutca utd - R.mavd of the, extra trench excavation As defined th unit.. trench exeevstton And b.ckfiii. bedding the pipe, and Section 7 10.3(7)8 cant] b m..urcd by the cubic yard. The compacting the backlid] Thus I'M hall w be wmidaed As tkpth shall be the actual depth removed for the changed line 0r mculenul W the work of wnaWeWg the water must, and all grade W accordance with Sauon 7 10.3(5)or As directed by the cam thereof shall be utciudod in the pByman a specified in Engnc<r. The width ahAU be the actual rift amcvrd for the Section 7.11.5. chAcged We or grade,but in no we shall the m..ured width 5 'Shoring or Extra Es.vatimi Trench',psi A9eara' i excad the avowable width-'padied W Section 7-10.3(7). fealump sum d Removal tad replacc.mrnt of unauftable M-111 vM be The unit contract pna per stirs-fee mp sum for sI measured by the cubic yard The depth'MU he the actual depth 'Shoran,or Estes Exavation Trench'AbAU be full pay for ""no below the depth specified! inSection 7-10.3(5) The work As 'pcctfied N Satian 2-09 5 for Boring or extra is ,d ridth shall be the Actual rift limovad,but mo sea s AMU NChat.r ea.u.U..C .B measured width earned the alWwbk widths .pacified tit 6. 'Fonodatuo NUteriBl•,per WB. (Actin 1 10317). Payment will be made At the unit mob Act price pa ton .- n. Measurement of bank inn gravel for beach bsck6U will be for 'fouodAtiux mAtef L11" wbirh pro, null be full by beat I 4ehww-tan, mmpeautie.for excar.Wt and disposing of the uw,kabk in serordaner wish Section 1-09.1, or by the cak A.tioo of material and replacing with the appropriate foaodAtkm tint Lin.based oo maim..yea h width Pa Sand..249A material per Section 9-30.711(I). mlBg A "A"ArloA ratio' of 1.5 Was per eubc yard. wbcheva u lest. Page Stu 93 - Re,mcm.Date April 26, 1993 qw y J ear . J 7-11 Pipe Installation for Water Maim 7-11 Pipe Imtal4tion fie Water Mains Engmecr, us advance Woes sh.0 ram be, Itarted until am the metcrel, equipment.and labor nec.ury to properly compinsr r t 7-11 Pipe Installation for Water the nark"u. N d en the we pl , �. ains Eanung ..ter mains atoll be eva by the Contractor. The cos Consscm'hill remover the ponson-of pipe to provide for the srl,fauon of the required fixings a user point,of wer ection.All `� 7.11.3 Construction Devils damage caused by the Comncler`s operetinns to resisting pine , F in PRing to n.am ex.n.z.Mu be expewd by the Cnmm',ti r 7.11.3(0) Laying of Pipe on Ctrne_5 m m.Panse to the sues. The CounaOr shill dacrmmc more i Long radius(1000 fen 0,morel curvet,either horvomal or cues kegth of the ass:rg avetee may this must be institute. verueal,my be Laid with stendard pipe by defkwng the joints. The pi-.. sees shall b% beveled to prevent damage to the If the pipe u am.curved N the Plana and n0 spreiit finut[e tnna'u coupling{irks during inulsuon of the coops, TM ire -sown. Use CoestraI car, u'umc that the urvcs can be eaterI f the asssung pips and -hall be .hearted W a .unit. made by deflecting the puts wed standard kngths of pipe If sxwoU Dish before inalLpon of the coupling is dmrer kngtht are required. she Pals will sdscae maximum Tn-nrtion coupbng,shill be assume by the Cou.aor surd length.that can be used The smoum of definition a cash pipe ell be provided with a plastic film wrap.The petit film wrap joint west pipe L Lid on a horizontal or vertical curve shill me shaU be wrapped iooecly around the pipe,fimnp.and couplings, _ closed tee had of the manufacturer'a printed recommended ca o d soured with 2-irsh wide Nlytth,kne adh.,.. tape. do Occu n.. repeal medalled .in which the couplinge are she be wrapped a t KTere field mndiuons require deflection or ounce not minunum of 5 fees on .ch adz of ate coupling All joint, or snttcipated by the Plana,the Engineer will determine the mdhods scams in the plasuc firm wrap atom be made wing the te be used No sddiumnal vmem will bre mad, for I te 2'irtch-node polyahYksw adb.tve tape The pWuc film wrap '} P. Y g Ping �not be watertight,but no of U. or co In -hall on curves tat-hoof th the PLtic,nor for field! is Wh mvclvmgPut Pale w standard lengths of pipe deflected at tire joins KTen special be expose to the Mckfill Care 'hill be eaeniwd during III not shoot in the PLn art required to once, field baekfuing s prevent the pWuc film wrap from being puncture condition,eddoxonal payment will be made for special fittings as or oldie.amaged. Pluttc Win wrap and u utatalLoon thin provided in Section 1-09.6 conform to AW WA C105 cetera u modified herein. When robber guketed pipe s Land or is c.n,,the pipe-h.11 KTen work u once assured on.romwmon,m'hall proceed be pined in a straight shipment and then deflected te the m curved coptinuid,wN rup cut mu .on.sendu .sa rapidly possible mil ' shgnmcnt Trench. ahem be made wider on curvy for this complcted No abuwff of main will or pirrown 0vemrght,arm sack purpose vwrYmd-.of on Mlda'. . 1(the comvation to the easun[system involves mining off 7-11.3(6) Dying Ductile Uon Pipe with the .ter, the Contractor aMU be r.ponsibit for notifying the Polyethylene Enusanenl ratdrnu splected by the shutuff The Engineer will.dviu Ntkh a When shown in the ulna.site Contractor-MU Lay ducWc prop,ny owes...to be notified men pipe with a polyetbykne encesemem Pipe and polyethylene The Cornett rosy be rgsired s perform the connection encaaemrot the be tnumcd in acsordamte ooth AWWA C105 during uses.other than normal ootkmg hour, The Contractor The poyerbyleoe incinemmr 'bau also be installed on all sMU not operate any valves on the existing system without sppuetensxer,lush u pipe Ltrrcb.couplings,fittings,and apectfic pemwaron of the Engmecr r sal", I, accordance web Section 4-5 of ANSI 21.5 or The types of cormccuon art served and suggested piping AWWA CI(5. smngemxm hive oem-hown N the PLna.For the vwL'auan IasWtiO. of the PolYdbYlane a 'emmr III be of Neese constecti0n. the aurf.d portion of the road'any sh.0 considered Incidental N the it,sMtioa of the pipe and no not h precuated under.use connecting Hint se directly .,it,is addaional p.ymeat them be allownsi therefore. For copnrcnon by any outer masod,the Comnaor the furrI a dashed teach for approval not b.than taw weeks poor to 7-11.3f7) Laying Sted Pipe the eapecwd conawctI Stared pipe ream not be rued. When era nand otherserist in the Initial I rota,e m connsxffim on matioz warn wi,wiLt be door 7-11.3(g) Laying Commie Cylinder Ape by Cites forces as nroeeded bd w: - far]MUM mou cdcI r' SIts Pew-MnN-Ma.tl-w' Commetioa to eaktleg piping and tle-feus art indicated t novae cylinder, pipe on the d.wUW Te enntraemr noun seedy e0 reatil sham not be wed, piping,dissociation.,ud dnatioa an wan proper fa. Concoctions an the eutiog ante win'ball rest be mad, 7-11.3(9) Conneassm wabout feat mats[ be sutossm arnagiment, web the Engineer in indistinct. Work and nu be warted until all the 7-11.3(9)A Conn"om to Existing Maim wterial., equipment and khnr sessions, to properly Comsacuons in the caLung ester roam ah&U not or made compks the work are aumbkd 0a the sae, wMout first mining Nc '..errs amngcmrns wU, the Page dP94 Rrnsron Date: April 20. 1991 i _J 711 Pipe t,ullati.n for Wale,htaim 7.11 Pipe Installation for Wafer Mail, The Contractor $hall provide all materials styles"" to tosioullum of lheae connections, the surfaced portion of the install all connections as indicated on the tenstrunin. roadway hall not be pnetaled unless the connecting point isdrawings. The contractor shall perform the cravat ion, d'uady under it. For connection by any other w bud, (be bedding,and backrdl. and Ill-lid,contra,blocking for the contractor $hall ruttish a detailed $inch for approval not ....atoms to au(i.g ma,n`' less than two yaks prior to the upnny comtuction. Re"al west 10 the mamg asom rued aw.,vbk a aua.,u h. When the City makes the connections to the stilling 7-11.3411) HydmL&Iic Pressure Tal System all labor, material, and equipment required or the cmur.mr shall be eomidered incidental and 10 related costa Should he included u other it,.,of work. ego Contras or in talled correction,, C...relons to the acting water main shall not be made ' i wkhonl f ill eel making the netauq arratgnnents with the m a Fipwp ' etgueer advoocr. Nock shad a pe for 001 be tuned until all the Ym-SrMay.b-(wwiaktFW vpruM46yWr-feneruyr macauls, equipment, and tabor oaasay w properly f I comPMe the work ore assembled on the site. m Existing water aim shall be cut by the contactor. The �g- co.lnctcr shall remove the portions of pip to provide for It the i0sulu11o0 of the required finings at the point or 1. 1 de S contectba All damage caused by the contractor's "ah"ll operations to auttog join, in Piping W remain it-Ser'kr shall he repaired bl the contractor at no additional e.et to the State The contractor Shall determine the "act length of aiding over .,in that must be remo•ed, The pip ands shall be bevelled to prevent damage to the transition coupling y'°'pe'se+'" task"during usunatbn of the coupling. The exterior of w d ble{erwe.wtµ�ypamnprraSiett the existing pip end shall be cleaned to a round, $mmnt, ;R- as-aka Hill.wernp6sAed-b�.nSp finish beforr u,uluLlon of the euupLcp. Transition couplings shall M isulled by the contactor and%hall be provided with a ptastie funs wrap. Ile plastic to hen b settled A.4-bo-,ebotworr � so data. fads wrap shall be wrapped loosely around the pip, finings, aad couplings, and s«und yeah 2-inch wide poiynbybeoe 1 adhai.e up. pipeline,in which the couplings are taste Shall be wrapped a minimum Of y feel on each side of the mgµ coupling. All joints or scan,in the plastic ram.nap shall be mode using the 24nch wide poly"hvlene adhesive up. The ptastk Film wrap need not be wwersight, but no pan of the Pip,or coupling shall be exposed to the backfdl. Care shall be aereued during backfilling to prevent the plastic fdm Ewto. wrap from being punctured or otherwise damaged. plastic film wrap and it imuraton sban conform to aw,& silly e cep.1 modified b...in. N'ben work is once stared on a connection, it shall (mwm+a i Proceed continuously without interruption,and as rapidly as „ r Possible until compiled. No shutoff of main% wW be p permitted overnight or over weekends or 0,holidals. If the i44)G connection to the eauting systm i0mta turning off the water, the contactor than be responsible for omifliog the swhmh _. l resident affected by the sh.WfT. The engineer will advise 6 F which property Ownea ore to be notified. ac Ne OFT The contranur may be required to perform the ineonemton dock.& lama Other than normal working hours. Thr c'ntracur shall not opra.e any rah. on the auto& Is system. Water$yet—personnel will.prate U'.Ives on the ' aiding system for the contracur when required. No work%hall he perfumed or the to m,nium unless representative of the water department is present to inspect the work. dnrergN,e-t4mmyteyr.Fpr"nd The Il per,or cunnali.u,are varied and sugg.IM pining irrangemrm, hoe been shown in the plan. Fur the 'AI Jung,SP 95 _- Ras..ion Date .April 26 1997 '.K..'•.. ,toil: t� t y �y,,,y.• '1a' 7-11 Pipe Installation for Wata Maims 7-11 Ape IrisWlation for W aser Maims X. Gsugea used in the test may be rr9uired In 'e smiled r, for accuracy at a IaMramry In the Owner. f EwI.. A risible leakage detrrltel shall be conmted by the -e tnnlneWe W the saeksfactlan of the Curate regardless of the fiM-+bevc allowable leakage specified atone. SbouW the lest seelioo fail to meet the pressure test suscmsfolly as ipecifred, the arwrrrF.Hf «+ tontraclor shall, at his own ,prin., locate and repair the Jefmts and then retest the pipeline. P"br'v- All teats shall be made wkb he hydrant goaikary gale ' welt"open and pressure against the hydrant valve. After s., mess the test has Saco completed,exb gate valve shall be testvd by ' beaewd-byyiermges'! closing each in turn toil relieving toe prmsirr beyond. 7 hill f seat of the gate valve will be acceptable it there is no immedulc loss of pressure on the gauge when the pressure tom"against the valve being checked. The contractor shall , rerlff,that the pressure dlfferenWl Kress the valve does nor ateeasMea eaceed the rased working pmsure or the valve. e Net-uslue- Sections W be tested shall normally be limbed to 1 500 fed. The Owner mar require that the first section of pipe. not less thine 1,000 feel in length, installed by caeb of the �{oF- contractor's crews, be stated in order W qua Wy the crew and'or the material. Pipe hying shall om be continued more than an additional 1.000 fed until the feat section shall halt Fsa00fe+s d been ttatcl successfully. . . Prot to calling our the Owner W witness the pressure tl'o'Eem:rdee-rk-N stet,the contractor shall have all equipment ad up complete I' , let J.erner,+tt6 r-ewivea silly p, to ed wy. ready for operation and sball hate avcc"sruuy performed in, test to assure that the pipe u in is u44factorf coadltioo. Bdon applfug the specified test pressure, as shalt Is espellcl completely from the pipe, valves and bydrants if ' permanent air vcou are out located at all hph points, the mnursctor shall install corporation cocks at such pouts so ' that the air "a be expelled its the hor is filled with water. t mvy+v�+^n•� After all the sir has been expel",the corporation cooks shall All water mains and appurtenances shall be tested under be closed and the test pressure applied. As the conclusion of a hydrostatic pressure equal W 150 psi in earns of that under the pressure pest,the corrys tloo cocks shall be removed and which they will operate. to 0o case shall the teat pressure be plugged. has than 200 psi. All pumps, gauge, plugs, "dilles, The tml shall be scvmplolord by pumping the main up corporation starer,miscellaneous bone god piping, and other to the required pressure slap the pump for a minimum of I equipment necessary for performing the test shall be hours as directed by the Owner,and then pump the maw up furnished and operated by the..Usemr. to the tat pressure again. During the Imi.the section brine The pipeline treach shall be backrWed sufficiently W tested shall be observed to detect any visible leakage. A clop prevent mowement of the pipe under pressure. All thrust continues $hall be sued for boidmg water lot pumping up blocks shall be in place and sufficiently cured W reach design procure on the main being tested. This makeup water shall alresgth before lmikl; Alieve 1-rotaocot blocking is out be sterilised by the addition of chlorine to•concentration of required,We contractor shall furnish and ialtap temporary 50 an"T wl blinking and remove it aftle setting. The quantity of water required to reamer the initial The ma..:. shall be filled with water and allowed to stand hydrostatic pressure shall be accurately determined be either under peaswe for a minimum of 24 boors W allow the 1)pumping from an open container of suisable sear such that escape of air apd^or alnw the Laing of the pipe to absorb aceurate volume measurements car be made by the Owner water. The Owner will furnish the evster necessary W fill the or, 21 by pumping through a positive displacement water pipekoea for pasting purpmes at is time or day when sufficient meter with a sweep won hand regutaug nor gallon per quantities of titer are readable for normal system operation. evolution. The meter shall be approved by the Owner. A bydraal miter and a backlbw prevention desire will be Acceptability of the test well be determined by two used when drawing water from the C'it, system. These may factors,at follows. be obtained from the City by completlag the required forms 1. Tits,qus ten,or wur bur 1rvm We awn(hall wr evctN We Rod making required security deposits. There will be a ember of gallra.pro hour ai many to filthy nl tshl.. _ charge for the water used. 2. Tire loss o pre.surt shop net ncwd y p., durmp Net ne.i per od. Page-SP-90 - Revision Date April 26, 1991 1 ). Y g�tII .sass e 9 1 r Y � ^ - 7-I1 Pipr ImWlatinn for Water Maim 7.11 Pipe Installation for Water 111airu C ' - j All water used to preform hydrostatic pressure shall her l charged a usage fee. 1 Allowable leakage per 1000 ft.of pipeline in GPN -Dry ealuum bypochkukat .ball not be place in the pipe as laid. j Nominal Pipe Diameter 711.3(12)K Retention Period in inches Trained water.hall he retained on the pipe at keel.24 hour - f51 61 01 10, 111 Is- 10• 14• but as loot than 49 bun Alter tide period, the chlorins .l 450 0,95 1.27 139 1.91 235 3.10 3.82 residual at pipe extremuu and at other niprexnuuvc points aW 0.90 120 1.90 1.90 2-40 3.00 3.60 dull he at but 25 coal ISO O.al 1.13 Lao 1.69 215 2.a1 3'37 275 0.15 1.00 134 1.49 1." 1.49 1.» 7-11.3(12)N Final Flushing and Testing -_ 250 9.71 0.95 1.19 1.42 1.f0 337 3.855 Following chlonnewon, all trcued water .hall be flushed 225 9.63 0.90 1.13 fig 1.00 1.25 1.70 from the uwly-lad pipe urw the rerplacaneert carer,throughmv " 7 W am 0.95 1.06 1.10 1.70 2.13 135 I m length ahnws,upon test,the absence of chbrinc In the mien, chknot u r,onuU� wcd in the source of aLpply.then the tau If the pipeUne under test contains sections of minus shall an...rcaidul coo,in e.ces.of dos cared th me rysum ' I diameters, the allowable leahaxe will W the sum of the A sample tap shall be locatd ahead of the flushing hose for computed kalage for each sue,or for thou clumsters or wiiemmrice and for unary u iphng pres,ure not listed b, the formula Stated en&action 7C2.11 Before placing d,c lines into arr,u. • satisfactory report s c' of the Standard Speeiflratone shall be rweived from the local or State heath depavnen,or u approved filing lab on .emple, wU.wd from rprcacnutnc 7-11.3(12)A Flushing pouu in the new symm Samples will be eolkcted and bacteriological tau obtained by the Engineer Sections of pipe 1.be duinfacted shall feet be Bmiheepok- n `;:' " I pigged In rcmo,,any solid,or conuminned material that may 7-I1.3(13) Concrete Thrust Blocldfg have become lodged in the pipe If�st-Ibe n thewu,w;th si.f- e main cannot he'poly-pigged",Nen a up Con<ru thrust bbdung,se detailed in Iles Pions.shall De shall be p ny ro,,dcJ large enough to develop a veloc of.1 least placed at hods'teem•dead and.,and crwaG.Blocking shall be •r',u.)p a.. 5 fps to the mom Class 3000 concrete poured in plate. misfile"v.._ Concrete blocking shall bur against solid unduturbed W. Taps requiredM the Contractor for temporary o•permanent Concrete the aides sot bottom of she trench excavation and shaU hir release of dr.chlorination or flushing purposes shall be prmveded shaped so as not to ob.wm scums to the pints of the pipe or by she Contactor a,a pan of .be construction of war maw huinas. Roeide concrete blocking at all hydrants, finings and 1 The Comranor.hall responsible for dnposd of treated bur4uttal or vertical eagle point Cnafo•m to The Coy of water flushed from maw and hall neulmUc the wumwater fur Rcomn standard devils for general blobloccked belng,l coed ,.ppverticd rroewbon of equal,: hfc th the r rig watts uforc deposal blocks sadher p. th fltliogs m be blocked shall in wrapped ml9 ar,, natural drainage cl,in,, the Contnctnr .MU be with properly rly formed y h placid. r Concrete blocking shall be respons,blc for disposing of disinfecting solution to the materials formed with plywood or othr aunts. ' forming wafammn of Sum and local authoolm.. If approved by the maurbb and hall od be poured around{Dino. The forms Enamor,disposal may be mad,to any aratlablt unitary anus shall bit stripped prior m hackf Uiog. Joint reausist(sbackle prov,ded the rite of dupoul will no, overload th- sewer to&),sebere required,&half be installed in accordance iekb Uecblorinaton of all wanr vied for disinfection shall be station 7.11.3(I51. aceompliahed to accordance with the C43's standard derail 7.11,3(15) Joint Restraint S)stems , included In this document. Water containing chlorine General: residuab shall not be disposed ions the storm drainage Where lamina en Use auto or as the apecifcariw or nsured as rysum or any waurwap. tY enpncer,ltie,rwteio,native(Jachb n6)W9 be u-4. ed loin invariant saubh gad aW be Ibre atrfsotee 67 7.11.3(12)D Dry Calcilnes Hypechlorite alar unusual pM,au.1323 away A.p by 29,Cabenbu Obio 43116,din u veal ahereaae is appreead in misting by he angbeer. bless ��"" swnr.,wdaa,u be: al'pvnnun^y'�e1Adnt High h nr law.&%%iwmlkmrmenl.A07M A242,benearased, _. ._ l _.__.. 69q -R,vm-'i"is r',.•..:, apsvwsr'SST•gem. Rio strength low-aams strap....&). ASIM A242, spercar SS•ss s. Page-SP-97 Revmon Date. Apnl 2b, 1993 ip Ik 7-12 Vaires for Water Maim 7.12 Valais for Water Maier ' Mara b Ye tY•YIM art b N 1r faaew{y aaaldr�aw: Mere.eMdaWr M ar pp a aoadrad r a[rrYalad. od.N ASfM AiS3 FargY,mm,ya so,Mau Santa..Santa.. ra. of rrbartd pip aW b.AIS! for Saloom" raid. araaad w /oRd OM Intvar Rthar. brie heat buy amI N ratline as SO mm. loss«rat r bep.lead lyly r 6166 loan madam. pile rd r raebaaorb robalood rom Ad be sawYreal ior,pis and 4ebW AM Joe WWW r red V"%w sub ialel. 34! SnQ 7;:ASto,ASd1,rya 1,aaoo paid eat bol,),a- N•d.d. Nhere Pull arrapplet a raau rad .0 ..bop, ono.,ono.,13/P bat T wad 3-meaning Data. Lo' for v r.11• darwpbp, prod,. Nd tl•waaben, opa • uW.M u, W molimaal Tarr.ASIM AM,by 1D,reap lode w a.,h deturbd r«dom N ba pall,b M dupe«ton.apf«uor. 'of IhLbady amid satara rd be icoaeod to 40,1100 b,. wW Yoppm beomaa,ir no.IN'..or syyro•d gruel "Imas his Sit'w 61.000 Not Ed.!.. for 114• by lot %wn, "I, a,nppiry a no, "uird a deholu. Pura.. i bud"Isasrbra w rpsiMl ea raaar«bra.wt w datm barda�molleams. SYT 7S3:1/t•M 11•b It•uoebma d a '• • w oe..oapn al p tJ.aei.d u pl ohr u ki nano,h oa i.so b or p.ir and o-od lo Jt dare. "area v ar-far 741'r r SST nor SST flogd1 rteo u ruaey.id Yab, bvue.ruc fin i,,. ,,aM ao 'ai»T.a«ep 1•rye for 1R'rd.wa AS1M apiRutiae u Tieholu,tomb,daeal4at,,pray, w aa•.uben shall in SS<7' cnv '.erd rtidooW ao rvtattaoan of the pipe w w addia. of da r.mml. 2llID: lord, boo routM aaW Y�Pd: 6R !7• and, !a'. A"Asd,amp v,or am Mrd St:51'aeo 3r4•,ASTf a ASrt,Vast A,slurplatdsrhatisaJ•rud 7-12 Valves for Water Dlains T)ggyp¢ar wood b arms esodauoaa taredad rod, w In Omndd.nth.cooler ape at said raWlwm,.dec platd or loot 7.12.2 Islaterials da Wsuani SSIO.far Sri-w!,o•Brood,, ASTs ASnT, pde CS. SIO:for SR•w lo•eerada,ASTI A9hf,lyda A. Materull shall mint the requiremeeds of tp b1lo.mg {{ mou Pk cmoruoul tm*dp W,ac rod ISS care[b dmad btr. d '! r p.ld or b,dip aJ.sebd. 5511 S$•Nd 34•di.mnrr, Co.V.I•n 9J0.3(p jb w, ASTI Alai,rap l;ATbI 91.1 S12.SR•w 5,4•drew., G.0 V.bn 161nahu.ol lagor 9 50.3(2) , ASTf Alb,AT07. {un«Oy V.h.s 9.30.3(3) !- •- V.Ive Do... 9JQkp ( Tpr.arber:roNd Rat.when,iat pated or kadp a.,,niad. WN Motor,P. 9 10J(SI SS17:,k55TI Ala MAI. S17:ANsl 01112.3. Conat"tlm Ala R.I..«Am..,van V.N., 9d01M1 Iatlal'u": Ed eomwaont 3fr1 Irru too i+int r on sal 'Man onmt..rK rite air TIMIS sln.e.no%.h,Al.-,', a.)9.10 n 13AM wool«taro inr«dou ,o d iJnL, art a ab--ob Inb•d aRaher to prerrl Joint.epar.eoo. Tiahota WJI hamo,,,,o The nlv'n chap be .und«d psaem of • anuf¢tvm Pas mien tp b«baeral iou,boor w nor,be Ml faao.•r, whin"producb she epprovd by the Ennuis,old WaR love let Toreoe ass at 75 W foot pound, for 1 V• am luau namc or murk of dw manufmorer,year valve cutmg rv..mair moupliolp .i,h halo rod, thriudd a," dear. wto Aire..it wodwg preasunc plainly east m raised keen an the ea'orpiadi Arisete d,rds Tmmetrcasi around the pp. v.lva body The valve bdln shall be It wr, dunllo von. or other approvd not-nal mound.rah approvd noncoms,morals pip d required .........................umber of rat AR —ttpg aurfaco atoll p bronze lie,adt required or other epprr.rd Iloncormarvc r,oful., •Sere, o be no mavmg bearing m , 1....................................1 wnbn mr6Ka e(wi nuct wth von. Conutl rurfcn {..•••••••...... ..................... oh.11 be machind and f. m the ben"Arnanbkr manner 1`.......•.••••.•.....•••..•••••.......3 Mil All raring mrbca.hall b..nth'mnew.bic Ir.........•••......•.••.•••.•.....•..1 Vtl•e SLAB be designd for.mrimus,".ter o 12•....................................{ per, 14. prmure of 200 pi. GMe nl.a sbaR h Cbw live Id. 1{Id`.•••••••••••••••••••••••••••••••••••i or Muell,r Comp,No.A-2S80,Krand7, NJ&If. 11`'.......«...........................{ Appro•d of ahem o_ber than Iawee speclfd urea. b, ....................................{ obtained prior to bid opening. S24'•'•••....••..•••.•.....••....••••••.16 All•.I•u eal than 12"in durebr slob toclud,an t a 0................•'• ...... ......1{ 21"cast troo eal•e boa and 36.....................................PL7l{•ndal h.0 be iu u d in. . All L" x. aniwfr ao0 rraK b forbea 12' ,J Wudd b• •huh. ....................................p47A•aodsl I weer Orodud droie for 12" •alee luembly quh rod I' b7pu i.srbsuo.. wtie a arfra.s eeh.ul lem •A,. or atom i, ' bgOtad am data for•T•bola intood of hair,a Rayd.Jut elY a aasae y av«hu`al iniel od aM.,shad No rd maid.,o r r tr.atde dr..ae ape«,for loraong re d.holu. Page-SP 98 Revihi0u Date'. April 26, 199A J t* 7.14 Hydranta 7-16 Hydn.nta 7-L'.3(01) InaW4tion of Valee Marker Post 7•44J(3) Resetting Exkstiog Hydrants WTcrt r.q.ind,.vso,meeker post than be lust uhod and Whert <xatiny hydrants ti shown n site Poum for Msngcd with each Hove ay op nuher post,can be poured a adjust"-se--form nit new owner aipm cm or grade or tioN, Ne Wge of the right-of-XPO opposite the valve tea ha are with the hydrant then be moeowd winnow dumrbin the IQ&M of Nc post exposed above grade j baion of � iNe-txpetoiTeniert the hydrant ounnl we.t Ne must �+ w The reebod of harnessingM e the hydr. shag be dow noted by the-odiuon. found in the Geld and shag be mb,,U d or slttwu.c9 rablocked so duaw by the Engineer. 1 al 'f3w work shall-nfonn m Section]-Ia.3(11. All hydrants Verve—ken that be rebuilt ta the app-vsl of the City("replete wib a shag he equal* I blue lab utility mvkes _t73' • 6'-0'or am hydrant). All mbbc Wkels shag be approved.Qua with blue label'-fine'. km of the � �with sew ' W type roqu'Med for r new InsuWtio.W the tame type, 7-11 Hydrants7-1e.3(a) Moving Existing Hydrains Wart how in the Poum, hydran s esiaing t, slug be e 7-11.J Construction Detaiks moved Whet the existing we as moved m . new hydrun ql b row Ie es"a" a e Jug be wertcE pen and the o pan of dw abandoned we .hall be waled and shackled 17.10.%Wr Selling Hyannks M 77u: wit sha:i N7urt .how- M site Plans, A --form u Seetion]-U 7(p. y�ron shag be and plans All hydranta shag be rebulk W the app-v.1 of the Hydrants with Me detail show on do Standard Poun. Cry(a(rtPouct with•new hydrsat). All rubber gukeU sba0 Hydrant. shag not ha Mat,ned within 7 had of a entitled be replaced with sew guktss of the type Muir d for.saa roadway. ou addition, • reivided )-foot All unobs The worltin ant slug be rovided instigation of the"me type. t p around all hydrants The eidew.ou Rang'than be to'Mch.above finished trade All bydr.nts Jug be see on-"Crete,blocks as show in the 7•Id.S Payment Sni,hca plane The hydrant dna than agate into a pit of hyn-I will be rude for awn of tha following bid kems cru+Aed stem or gravel utumd .( the ban of the hydrant a del an included M the proposal. +how M ths SundaM Plan. I *Hydrant Aaaembl All hydrant, shag be in.p ,d in the field u Y•.per tech Ip n athin The unit -"Met puce per N`O for 'Hydrant l by,drb'emu- proper working order Alter M.uWbon. they slug be slug D<fun Pay for an wit M Pomuh sad wen fin Aydnnt aubyeemd m.hydrostatic msl u.p-Jrtd N Seen.7.11 "$=bii-.including W ciw for a-. vary Saw valve.Juckla. After all installation and testing to -mpla, be .[pond ti.rod.,-rurew block,,gnvcl.u� ,,,and g...d Poau Th-ty of the JOI shag be pained wait watwp 6eb-.ts nqua.d for the-mPlec awlouuon of the hydrant ueembly u The type end-br of pier wig be designsted by the Engineer ".6.d,except the pipe--owing the hydrant b the ruin will Any hydrant not M a,joc shag be idMLfud by -vcnnQ be paid for as specrltd M Section 7 111 Guard pow, If with.Aurtsp or Plasticbag approved by the E.goeer required,shag be shown o0 like plane and sat,be i"MW he inst Hydgeu than installed in attordaact with aww. to the-.tract. sWtfrcattions c600-77,.nations 3.7 and 3.9.1 rod the water 2 'Rea Lung Existing Hydrants',per tech standard details. Hydrant and guard Posts than be painted The unit -ntnn lines r risen h+r 'Rumen in record.... with the water standard devil. Upon Hydrant' than be full pay far an work M rue th, eejow, -mpktoo of the p-JW"an fee beef nnu shag be pained to hydrant. including rebundog (or repiwam nl vho • .tag The Ca, of R-ta. 'Paificatuns rod guard posts painted hydrant),shackling.blocking,pamlMg,and ncumlaang m the yellow. Fire hydrrnu Sag be of such lentN u m be main. New pipe nquued from the main M the hydnm wsg be r7 noabk for installation wish "..,goes to 6',V AND 10• paid u apeelfied a Section 7-11.5 PlPug b tre.cbes 3-1.2 fort deep uaku otherwise apes WW. J. 'Moving Eu.ung Hydrants-,per esch e.. The hydrant shag be designed for a 4-la fact burial where The unit -ntnc pnct per each our 'Moving Existing .. 12'and larger Pitts 1s abo.. witless.the aise sated o. the Hydrant• shag be fun pay for all wort W move the existing plan, hydrant,including emu ran, -, Pln hydra.—lob fir krsd,: CI Tar tag.FL),6• �u�1Og lag replacement am a vw,.Oi..mD 6.CI po,OE,PEI 1•MVO are h NU rasa►ydrut),shackling. blackleg,painting, W re et weeing . reosaom)P.la'can lean.Jae be said 314 huh sh.rYk sad m the men.New,pk-for hydrant-nnMpu will be Paid for u aekh secessionism Tag c..rrae spccdaed in Sewon 7-11.5 turd Iraaban a indulged 0.na'I. tit 'Res neatening Easung Hydrants-,W each. Joint ronata 606 7kk Rod+) tan Iw Insulted o ar-edaote with beet..7-I111151. The unit-nine Estee per eecA for-Re—Meehan Existing _ Hydrant'aag be!sag pay for an work M m-ruwtt the exunnk hydrant, e.oMuiQ howepeever. that new - 7e used for the -Meeuon win bp—id n. ified insection]I1.5. 5 'Hydrant Extensions,Veroul',per-near fen Page-SP-99 Revisiot,Date Apnl 26, 1993 �14" + n p 71- A -yy si b vyAh •,. n .... 7-I5 $slice Coruecliona 7-17 Sanitary .� .. 7hc It" rontrsp pnea per Wlnr foN for 'Hydoon Ectenion,Vemul'Phil)be til)pry for W wh to extend we hydrant vcNuVy 7-17 Sanitary Sewers 7-15 Service Connections 7-17.1 Dew;ptiol ' •`,,;, Thu cork eh j mneul of romtruping wuury newer Wa t 7-IS-3 Construction Nuals I. accordanu with the Plan-, these SpenfiuGonr. Pon the WWW Sunderd Plans.u staked by the Englnar Sews looted'¢Ur 's AV \crvrcc mrNationr to anar ... .tar w dacha Aquirer P-Ae"inp Arne PisV 7< d.gocd rase sera endued the inn pIPP CWr 52 or monger.Phil]be medc wing eaddlu u halo_ epa5od and of the\Ve and type tumbk for use with the pipe beNg n\aed Ductile Mn pipe CUP- 52 or st-onger may be 7.17,2 AsateSials dim upped for rorporetwn stops in weurdanu with the raolnmerdstiom of DIPRA. Pipe toed for uniar,!Sewell may be The depth of ttemhing for ervia mmaewn ptpNg \hill .. Provide a minimum of 2 fee of mvcr over the top of W pipe. Rigid ►ameuW art Phil]be exertiad to emun her the P7edble , mN Y nM dumgho by institution of the Rrvke We Eeuvauf and Concrpe section 1. for ama mnmctwnr PMV be a spaifad N Semen s.10. by PVC fPo:yviny7 Chloride) Servtoe Wa Phil]be cut using a tool or bola spaJiuV) Duttdc Iron ' dalgnai w Wve a rmmth,even,and sgmn and on the t N All Panmry $ewer Pipr Ph" have flexible k to material b he cut Cut ". \hell be teemed w the IOU Ned, anW\OIA�IyYe r Ihtd w (ad Na dumper,of the pipe. Pipe Pride w be mipecmd ming Ocupacted It u ge Nwnded the naren\1P listed K to be mmdercd ' which sal to da owdf rurau of"c Pipe Phil]be^Wned w Engineer er geanV) Ynenhangeabic for a appbcauom The wuM.here fmuh before a c,, np are NPUVed Engwar Shed deu sVMn \.own mane from the mto a Wad chore wiabk H he Pn-, exuWg n, m spice for the pm)ect,and Ph" w epaaiy to W rpaificaponP or the wnmcuom hW hi roconnaled w toe new ester IrYNa The Plan\ , location of wawa r,,e mnnauom$hall be vonrwd in the ficid Mauna sMV map we r.,,ui.M ems of we (ol]owrg by the Centnetor talons Pips mawrula Used b exland or npla a etiPWg water Mein C..Siam SP.er Pipe ,am toe Lnes rh.0 be capper, plybcveknr�wyyyygtwienr Reinfonad Coanu storm sewer FPr q�,P RRaenie Me mvnatiov an the new mein will mvform w ViM'P�'rraP.a'PFe the445-P^e Standard plan of I, City of Rmtoo bound herein a eve se..,pee applicable. Tie Eegino— "ifindicate the IwAtion for the N.01P Inn UP,.,p", ,Ue 1' 9 ll UP'case U ones tort ' ar en for ray m y aine a be m s 4vvted. �paPe t•ae-H The mntr Pete will dart UP mniv for 314• eervbr. AJJ stir crovrtor wed me topper tubing,type K.Pon for 3-i" pipe aM!' hi s'url) nuked wM tvpc, cede, an: Peeler.. thuJo ur t"'-nng mull be kgibk end poem u,udder coma; ndtuonr of handbng and swngc T>R I' CasscCpr 1°m°b wPW ankse woo mG i � a O arse—PollaoR, Pert mba 7-17.3 Construction Regtutem,U T)R II: y11Pre�rdag saleaida d— it.top a, 7.17.30) Eauaabon rand Preyn eplw ntion of Trench J4 W rtd with s sees upps"eevkr W de PeoRrp hau. Pde me hall be baud i. 7-17.3(1)B Pipe Bedduy Pia grip W. ,&and rarbt Bavldinj. of the ck,, or cedes down to the Plan, or TYR III: MllrP ratio,sob Pse.bt,hY w Vdmthey d.rribal u the SRI;A] Pmvawm. PIWI be inMUnd m stab be tia a w as abrer,a W Reputy lee ruoNana wrto we aurdad PWu, end Ph" include W seed•saps bps pea s/e sepal. A e\rad eon mae^W and•,wM.,Wva of the pry,Senn u PAown N tbrW\a.tars W into oft easier hap b the StudPrd Pane It m bxdNg eWP u shown for nPh pipe, Wc6ur.g muPW~gWllau III be U an,rif W seas. L .B boddink rME be pr..Won.If m bvddNg cede a Phaaw ^•ronnaaon.tpwan for fkxAblc Pipe,C Wr F bodd.8 Phil]be provided plvPnittd peel or wn pipe see par Pipe al] ftvmp, BeddoS of whew_ eWP Man appumruaer,ud other macelumou.m Ronde IseJortn support- y of O—tu's plea which have ban 'u u W Pemom "I Ice mart peen barrel,Of MY bed hall be wind p j,uO , removm shil] become we mWn s heed e P bbcpng of any bed seam be toed b c,a, DmRny of the Convacwr W pipe to grade catspt rvherl used amh i IkV holea \hiV be du u anbedmcm marcY t r rN uued w ensure p e M m Puppo r along the pipe banal IkddNg dutuebed by pipe mtovement,or Page-SP-100 Revision Date: April 26, 1991 i a . a 7.17 Sanitary Se'wOS 1-17 SamtatT Stases by removtl of sharing o1 mwvmrsn,Of trench shield or boa 3( So--Line COnnecliom " null be uunmhdsurd pno, a bukfdl SPicul tart 'ball be 7.17. 2)G a on. In monks. nisus. ktrrob, or ode taken inrmvu, sieywu heddmg suPpen st aye or tee Sew" W v. anst,xvis and sdJuent tor"unholu or o ther s0uu-na,sou sews" 'hall be leftuW tic ark. Allier,riod Until flat N eo WPMV" Of Ne to avoid bending or shruing maw o1 die" "lined Points uupuYd and -pprov irpotfund Compemon of b-ddbg 'hall he u spucifiW in the Standard connection,Ns trench dull h hckhllW.u � Ilnbs ah"wi" approved by else mW sass he, Phis. for PVC Pipe'WII h Plai'ed m a watfouwm of laws[levee"to sskGog _ 1+' pipe mmadt bedd'rry sartorial depth or 6-below the bottom of the pipe tad oneod'mg up 6' thronakugh I east into saddle k"sYtl Sands. Whets the rexbting mla is o"Urtrned sbovr the trove 010.11 PID's kn or rdnfoned eeocrtse,fait a duets, The b'ud pkred h"ldmt around the pipe and m-point it v'Cripe, cis},p main ntotl be fore drilled;, 6'above Ne crow shi0 be rout-,amped UoW e k Unyielding, iron pipe,the exetiog min-tOoai Y•e been 7h< remaking fmg shall be mahau'mmLy kmPed whh Coaoatlom luobs booted back _ ,.) providedrubber guket memiat busop"tW mahaakol or poeumot, Ympen b 9J% iknd, and ll �r`Ws O' t b a� be coin density, ml m the Jubm- ^f pipe bedding shall be enwidered incidental W We Pipe Mo � Mb tmCemtnt toWrP Or sor a oomfl type w!J sad an funbtr comDoseism,shall be mde. flesiblr tml equal to kore-Y-Setl. PVC pipe---to"'boU roaiut of W. aippk and maple" as approved by Oe 7-17-3(2)B Pipe LaYing Eaginar. Afar an-"u-s grade We has been urabWAed,the pipe shall he kid whin reascnsbly cbu wnfomiq W the established Ftolettion of Existing Se"berme Fatalities tine and gross b the 'n,",ly deivaured trench. Mud, aN. 7-17.3(2)1 Seise. e ta,iks and dnk h. gravel,and othct fortis,. mtsmI shill be 41"11-1 of she pipe fold A;� h kept ms tin arvium"1 all Y1M rhovunn hati be J and off the jointing mrfncu. If any AJJ pipe tail m Ne tench b,he tpec,hrd hoe apt [nde made for disposal of sewers' IWw n syiall rb�e nnrtgired 07 tit n Wdiml compre1-1-n until 'he hckfW has LnutW Dom0 tp-auto t 'ear f w hall h kepi b b [i shall be kid a C Inllacmr,a"mo expense m du SIOY,m o rorduwn egwl a or hen wniputW m the crow of the pipe All pipe j conform a Ns pnurihd lies and grade -how b the Plans. beaer than Nru consdmon prior m lyse donate wilhm the limiu that follow. Wait, ouumuk4ng during rat be Prn toed so reryvW Sew"Pipe'hll he kid m a anue but and trod-al the when rim be new tevrcn but 'hill ant be responsible m r fl- Nc of thi pipe and Use Contractor shall--refute tart lo rmtchu•s as,and rlsum The awning nt rapo gran for atka n f pipe jo"a for ronramVicnJ and rompmubility. b no ease rh't out,and ckaning anY eating semen km but,% grovel.rock'.ne ns. and two pipes h joined mgesher wIN ands having Nc rmsimum Ober dohm has aurrad u a rauh or Ak7wr opd by hu/Acr - .� manuknurrrl mkrancr.The invert We may vtm from be we 'lull repsu lid suuam or oNer kcibtiu da,mg Y We and glade -i hin the Wniu wad a drvelop umformrty. Openti.n'�y mudiok or sewtt "s wuermtncdy, and uniform compreuion of Putting msuml The skal an smeHson m an existing r Such provWW inch vwnce does not rein[, in • My doping shot not be trade until authonud by the Lowas En have ban invert The limit Of he vuunce -1 the raven 'loll not except wNowuot will not ll given unW ed.pine-in pew m main 007 foot a Nc wee of hickfW Chuyins of the wmplfwiy netnW.all drhtu removed. W�"W"bk.s crash mien ec,aswn of,he pipe may be mad,, by olcuf Eons frig Piz Whennnotrod'[ as Pis 04enetiatxiatns mover. We dowtrerm musurcmenY on Ne tip of Ne pipe,or b7 larking Pu -bole davena of 1'2" treat.of or Inns,wh,h iadiutm• urkfacmr7 maditloe. At 'Y'rm'ban be Drown f'om eoutructmn debris b1 Dkslog msahuler,w6a the dowosuum pipeln k ht4oths,rgerl flow '-e to na site, Wrath oeatloo It era h N<r"P in the ruit Nntra"tr'e raponsihek7 N pipeltl shill h kid b7 mtrhi it the leis h laced is elevation,ask"otbarabc approved b7 the Engineer.. q,,kit the e ad r,W or use Vasil the auw rest® p The uwer pipe.unku obtwur approval by the Engnar, m x We autiag dowmtram rellove it �ystem' sh" be "moved 61 still be kid up grade from Point or coronation on tic existing r, and t0 the utiatactios of the --wcr or from s dtamgwud atanrng poim The ac,scr pipe dull the eoatra'Al at bk tltp-m k's eutkt sball be h mmuaW wroth the bell and forward or upg.d< WAcn D'pe Engineer. When the e b melon,k sic. n hying ut Out in proSsas,the farwW end of he pipe shill be pluued until aaepbae by We Ewiaeer. kept tightly ellw With an tPProved Warporar�ug 7.17.J(4 on When i tams art a be kd on s ,rwd curves of 11 Television InsPwfi resvet Wa l: Pipe jo The Ent,nm,nuy require any or m taniluy hfort (inns ruRiurndr shoo "dive b degas she inu b an amount the we of - sablo"n eaerstn .� gross,than ecoummendW by dmr rntnukclu",the curves still inspected by TTc f9'Y V1rVreW m Mkltit 1IK WIW Wpaaan h uhwvW wbh a ark'of i:siienu and sAep-tabnasd'.ends. ssox h ll"kn of L!ie__silver 'obyu,a the approval Of Of Ergkar slw11TI hContra:,n, shll in-by the [bar .11I com intuirsd di ourtating .-. any drhnenCmu found during slevuan"pension ualudmg br Page-SP-101 Bosun Date. April 26. 1993 F x. I 842 Rwt6ide Planting 9-02 Rwt4ide Planting F3 eon Of any WdWoral ukvuwn ms tlon that N be paw y rtqu ed I7j16I W.d1WMen1 Of mreN m nsMoks for Ne completion by the E co.in m,verify the mneeuon ofn,a defickn<y of the msulaWn a the mquired Una and grade. The Comn alie wri 111--ddbe -k for at mna efil o d e 6. •Teaming Sewer Pla%per Radar lost anY ukrakn wpeaion{erformed wlcly for Usr.Dasefn of,h< The unit mntra:t pace par Wear lost for •Taming Sewer rf cimiiaot. Pipe' ,MU be NU once the tele.kfne W p required a contuaa for at labor coma arW ,,Id At peetioo b<i hem min ItlW he + Ti t motrerlor that submit To the Eagizi the amen reporu or Segion 1-11 3(4). IWge t� rtquaM a _ I the W Pettitn plat the viEm Up". Said rWm Up"are to he 7. 'Tramch Exavaion',per cubic yard. i - k dolor and mmpaUbk srkh the Cky's viewing and recording The Asia sommnt pike per cob. yard for 'Trteeh YYY tYssms. The CkY aYatem a4epU 11•wide high dinky VHS E.Wvatton' ,MU be Nt pay lot W ex4vnan, r"mvsl of Tap". The taper WUl be rue at standard speed SP(1 5116 wwur, hackfdling, and all odar work neceury in the d construction of the aewer trench No n ara,c payment will be made for protection of c.wg owwas and aerviom These items 7-17.6 Attakstrrttttml shall be considered As, ineidewl to the wort -r 'Trench The kit of newer Exuvation' Atha all mat Ihenof shall be included in the length pipe„it be the lumber of Wear lea of payment for•Trench S..v.Wn wmplendd mutation dinvowed along,he even And wit acludr h 'Removal and Repkceenent of UuuMbk Material', the length through eNows. are and fittings The number of per tabu yard Wear fact will ha me .0 from kite taut of runh.le toenter The unit mntnct pries parr cubic yard for •Removal and N F E- St vctum mtMok or w the maide kc<of r"'b bean,and sunU,r type Repk4men, of Unsuitable Mueral' that De full pay for at . work to re,ri unswabk material W replace and con pact The mm'nte Class 30M for plugg yr' ,mg aewc ,u4ble mtearal u spaified in Section 7-17.3(1)A Wit Sxllone7-0_s mired by the tuba N a en y, , ,pf 9 •Bank Roo Gravel for Treneh BackfW Sewer',per Add.atbay At _ The length of stung aewe, P.T. m mnfermaac with The unit contract prate per bsnlbia-}red for -Bank Run Swann 7.17.3(41 wit be the number of Wet fat of completed Gravel for Tench BackfW Sewer'sMU be full pay for.11 work - InsUWtion,"WHY tewW te furnish,place.and compact material in the trench ExaavaWn Of the seer branch wW be nioni we mime 10. 'conic Class 3000',per cook yard I ten a urt excava on CI..B,byNewb a yw F as ape i(ed The unit dentna pries per cubk yard for 'Cone Cast As S Sistin 2-09. 3000' ahAU M lot pay for " wort raq.t eo a plug ewwg _ 5ltormg Or extra ex4vamion bracch, vet be mwurtd a sv ev pipe '! ,Pwlrxd inSrction 2.09 a for shoring or date,ex4vaWn Class - B 11. •Shoring or Earn Ex4vatlon Temeh',per lump ,w4w Meuuramrnt of 'dank Run Gmrl for Trash Back The w Pot The unit ammet price per lump tumyware—feet !cr � Sewer"snW M daemnined by the cubic yard in place,mruUre4 •Shoring or Extra Ex4vonor,Trench'that be full nav far the bl the nest bn,dune4mni shown in Hie Plain ork te ,paified th Sect•±n 2-09.$ Or. ,honng or cztn filmurement of bank run gravel for trench bwkfdl wtl w'On' 11 be by the a,, in aecordanee with smtioa 149.1.or by the Chat B 4kutatkm of ant W"based on mazlmum t,mch width per - - - aatbu 2-09.4 using a couvenko factor of 1.5 bout per cubk I yard,-hitters,k I",. Division 8 7.17 5 Pay"Imt Miscellaneous Construction flym:u wit be made for each of,he following bid aside that are ineluded in the prepoaa 8-02 Roadside Planting 1. `Pain Cone.or V.C.Sewer Pipe_In.Dam',per Wear foot n. 'Cl. Remy Conn Sewer Pp,_In.Dam 8-02.3 CoteeMuction Requirement per lion,foot 3. 'PVC Sewer Pipe_In.Dam',per Wesr foo, S 02.3(12) flan!Establishsumt a. 'DmUk Bon Sewer pipe_In Dam.',per W4r i IW, Punt esub)ishmdm AMU ow.. of daring for at plane ' I S a,tras Gr pkmsd On tit,pm)sa arsd easing to,the pkmed team,within the '{ iwaw I,eI T.V.Wpeetion per lump sum pmJst Is"uta The pmvaionr or Spoon I-M 13 do ant apply on x The unit contract prior per Wear k"t for newer• e of the title andunn kaW and eve,paifiW,hall be fart cumpeneNUn f, . ure TM Nat Year of plant MabWhmm!shall begin{mnadutely W ew.,tioa,dewataiag.bakfdtng,yeyfee fume •.hauling. Won wytnan rtotifs4tion loom the Enguseer or kite so aptance of and ueembWg m place Hie..,kind matillauon including aU vtiMl planting for the entire MYw The Ent year plant I stye. a4, ,pakl fimng,, pint mu rule, per Seetiw 7- eaublahment period that be , rrw mum of one 4lerMar yet aN. ..,"nce of m,tal pang A mend Year Ncn Page-SP-102 .v R"wim Date April 26, 1993 Alss Wit. _ 4 _ r 1 944 Cu&A,Gurw,,and spfawBys 849 Raised Pe.mdN Mukers aublahmmt. if peluut a Our Cimaa. AMII begin pay for nmerurt excavation, fomu, preyantion of aubpadA, ' amediauly At eke 1-11 ew Aptau n yea Of the Err plant placement, b ckfw and compeetion, .tell ad other troomb. eubWant hm yerb.- and shal b .e full akndar year if then moo, egipmat. and labor requirN for We construction of u A third year plant atablohn., Witbow A thud year pant camc. uubl.h.M, a shall be A minimum of 6 months It until 10 'Draw Pipe_In Do.',per aims,foot Dcuber 31,whwAcver u I-tar. I 'Half Round Pam St Cub; Pipe_I. Th __M Thud year punt aubluhment, if included w the written. Dam',per linear foot &hab begin unmedutary n the completion of the acoond yur 12. 'Half Round Tr. 1 St Culy.Pipe_In.Th _ i. plant eambohment period and shall be a mwimum of 6 months In.Dam per Wear foot. — or u,W October 31,whkhay.r a later. I3. 'Half Routs Plain Al.Cull.Pipe_ta.Th During the filet year plant atablishmmt period.it I W be In.Dam per boar Join. the Contractor a mpomlbu,ty m wore the mumption and la '4&Q Round Tr.1 AI Culu,Pipe�In.Th _ wnwuad growh of the an,plantad materal Thu cart shall In.DL sr' per Wear hou. aclu l.,but not be limited w.labor and mawrala nameary for The unit conact priee per Wear foot for the nui-,a tYPa reyy vte of ferttgn,dud,or MJOCW Plant matarul mamtammg or metal pipe toned in kerns 10 Waugh la above for the b: A lea-'sc wndmon,and the rePlarement of J1 unsau.lanory particular deign of spolwya shown in the Putts eha➢to full PAY plant meurul panted under the wnt.cr. The Contractor atoll for all labor,tools.equipment.end mournak including onimgs, replan all piano swlcn or damaged by the acta of other hands, elbow And bend.) newsery for the comialion of all The Cunactor s:..'I min wsth'M Erg-r„r for the purpose Pam and for completion of the Yem Struciurc excavator of Iomr wapeeuon cf the prop..on oc.bunt working day to N. required for the amu W uon of metal apl0way,will be paid for As fun day of the month. All condiWm umawfamry m the pmvwed in Saciion 2-09. Engineer aMU be oormud by the Contractor withut a 10 day 15 'Hand Placid%p.p',per cubic yid period immedAwly folbwing the aspwuvn Corrective work Hand placed npnp wW be paid for a Pro\'ided a Seceion E.hall uclud,the removal and dapoul of all omstafactory plant S-15.5 manral Failure to comply with comcuve step,i outlined by tlu Enguea .hall common ymti0cauon for tht Sum to cake g_05 integral Cement Concrete Curb conecui,&tape and m dedv7t All coma thereof from any menus due the Comnctor At the end of the plant tabMAment Period, plane which do not show normal grown shall M replaced 8-0S,5 Payment Planting dana for replacement pain:maurul will he approved by Payment will ha made for each of Ne feawmg bidnett th,Engmcar Ala Automatic imgiton systems shall be operated fully that arc included in the proposal &u.omatm during the plant uubMhm.nt period and until foul 1. 9ntegral Cement Corn Barrier Curb%per linear foot i Accep-nce of the contract. 2. 'Mountable Integral Crmetn Cone Curb-,per Wear During the second and third yar plant establishment foot. period,the Contractor Nall perform work A,duenbed-boll on The and contract prices per Wear foes for'Inugml Cnmrnt s(o.a account beau er the duecwn of the Engineer Conn Barrier Curb'and(or'Mounubk Integral Cement Cone Curb' atoll be fill pay for All win neeeaury for the 8-04 Curbs, Gutters, and Spillways constdwn of they concrete curb. and expemton lomu u s rupeci6W 844.5 Payment 8-09 Raised Pavement Markers P&ymcrt will he made for each of the hllowmg bid 'Unit ton art mdaded m the propoad SC9.3 Co.slmctiu,:Reyteirer enls 'C.mat Con, Barrier Curb'.per War foot 'Cemat Conc Barrier Cnb And Gutei,per Wur f«t 8-09All s dirt ..J x Preparation 3 'Swgle Faced Mountable Cement Conc Curb',per ys0 unu den.and beau exuaneom nWeral aML ha swop - #pvrI Wur foe, or blawn.way from the marker b:auon and the el. ad aurf.0 - 'Doubk Faced Mounubk Cement Conc Curb',per prepared by one of N,hWwwg o,00edum. { WA,. deemed tccaury by Die Fi�gaorr W surface Wur foot dirt withw ia.w mewe mark..Alal be removed.I 4r� 5 'Mountable Cement Conc Curb stet Guvcr',per Wur foot emm of or. gins., or foreign rrW.riab may r r War foot AndbWWg, atom ckarung, or prior broommg W 6 'EmWded Curb',pa .rcomplah complete removal.AppLowate I+na,iwr.W y. 'Cement Conc Goner',per Wear foot B 'Cement Conc SpW..y',per Wur font A 9 'Asphak Conc Gutur,par Wur foot The unit enwrap price per War foot for cement concrete Wean marker are placed on mew eement toarutc and Asphalt concrete curb., auto.,and &put y. shall M full pavement, ans curing compound shall by removed in Page SP-103 Rewaov Due April 2b, 1993 J t Xqli 6.10 Guide Posts 6-11 Guardrail Asib esordaeae wR► the requiremmu of Ibis suetbo rod alone the late of go rdrail,dually raised or removed and Mod ^ - Satioo S-0yJ1131B. Thu wdl w1ude uarutbon tacvoe.. a.pan,son tttnuons, and The pavement shag be surface dry,and in coal rvnthe, Writer.)moons ,lull ba hnwd by intend ladlant heat(not d~fit—)for a suffic.em length of tame m worm the pavement ems Of 9-11.5 Paymml _ purkcr.ppbcetion w a t mourn of 70 F. Appliratioe of merkers shall not proceed aaW final paymant'aw be rack Far each of the Fallowing bid uems authorlratba Is received from the Erigum r. that are wludd th tha proposal 1 'Bain Guanlntl Type_'.per War fort I 609.5 Payrnenl 2 'Beem d Giarad Type I._Pt Laing Po.t',y,r 1 War,fort Pay.,will bet made Far ach of the 100o rag bid team. J 'Weathering St Beam Guarded Type_'.pe' . t - that are wludd m tha propoul. War fort I 'Raul Pavemwt Marker Tip.I-,per aachhandnd The..it contras peace per Weer tort for'Beam Guarded 2. 'Rased Pavcmwt Mafia Type 2-,per tachhandrva Type 'Bum GWd,d Type I._R. Long Pon-.or J. 'Baud Arernent Maher Type] la'.Kr 'Wea,M,,MS St Beam Guardia!Type ,hall b, Stall pay wlel. dr d for f..hMg ,yl arbor, roob. equlpmaa, ad eam tal" ' The urn wneraa prise per aehbwded for 'Rawl .1l ,t all mMdard pm, aB CTR tau, asclung the Pa .,Mafia Tn. 1'.'Rauad Pay.mwt Marker Type 2', g •rdnu to wtterac muonry mttawm and for W ether wear ant 'gaud pavement Marker Type J-_In.'shall be full necesury to wmpbta the work apecLW 10-inch a 16unh pry for all fiber, rmvcnsb, and egmpment Wintery for basted ton),!posJ for star'aWmaw)will be paid eeprately u fumuhint and mmllint the marten ut accordance oath these oui hems Spectbcetioa utcludug W war uvv.Nd who tnffn WRWI a. 'Beam Gwmmd Mtehor Type_'.per each. except for raunbrnem,nt for labor for traffic wnuol N The unit wntnel price per each for 'Bum Guard 0 , ' aurdenu oa oth Sceuon 1.07 2315) Manor Typ, _ ' Mull be full pay Far fumbhug all arbor. Ioo4, materub. ante quipnan, and far all ether wm and capwm necessary m wnebaha a u tc mc hor loduig eauvawn 8-10 Guide Posts . j bactfdLng. duposal of surplus "mvated mutenal, reps or resterauon of bcihuee, uteI.Jing shoulder or mW= ...facing b-10.2 materials and puva iaru that may be damagd by wabucuon of thc area n,and including all required corm oleans of du anchor to ' F'wuTb poi and rellettive ibecting shall be selated for, the Fain guardrail and any other..ode aceaury for mooPIM ap,,,w mmbal Ward in eh, Sp Sal P-ovulons of th. anchor WtaWWn Where Type "an q"anchors art ruu•d, the wntrsr, The Simi guide pat leagths will be deerm eied or Wil.wa ea l depth of p embdmwt,lull ha mcl.dw m t'., unn Y„ I verified by the Engineer at the request of the Contractor. wntma prior of the anchor ' 5. -Iblo .Iblo Traced Tunber Pon'.pa teen 8-11 Guardrail Thaundwntraapeieape achm,'IPIn .loin reetee Tunba,Pm' ehall be full pay for fumuh.S W labor. tool, q.,pment.roaurub..,,I w wmplete tha insullauon of thc ' 6-1 l.d Meuur®teal 10-,h a 10-wh ueemd umb,r pa or abemate W6 z is a:ael Scat,rid aachment of the guardail,including any rucanotion or Mu,ur<m,nt of beam Saari and beam Suardad iypr mpbcem,nt of rhoulder or mod" surfacing and pavement I long poste will b,by the War foot Ono.. d along the Lnc of daraged by uuulbtion opmwn,. e the wmplaod gua:dnJ from and to end utcludinl ben.iuon b eacoon,,,.pan,nn action,and urmwal action, A Moosunment of beam Baedmd +_chors of eh, tyK SovKg� .M ilid wu1 he per each for the eomplaeE rncW,.unIWMZ the aachment of the anchor m the guaMad Mu.um.1 of IPunh.10 a ch aeatd timber pm will „fled 1. be be per ach for thc Wnba po.t or ahemau u'61 IS met post, Tb 'Aaw.Conw1 Gate',per each ten Iudmg Mack ad Mrdw,n for aaachmrnt of the gum mud. Th.oral contract pea per each for 'Ace-,Control Gm- shall boo full pay h- 0 labor,two,a urns.(teaµ lack).end Mauu.i of remov.l of boom guude"will be by the quipmml relined m mull the area.wrool Sate u 6pai5011 * Warr fort mauumd along the Lou of guardrail amovad unludaig the aoau of any aoovaang,beciNWs and wmpcung , mc:udmg benatton aenuog. earpn.tcn •,darn, and u ni raYuwd smi:oa fa 'Removing end Reaaung Boom Gadad',per lancer Measurement of rtmru.1 of bum guardrail anchor will be B - - per each Fa 'Raumg E.imng Beam Guardrail'.per Wteear d Measurement of abtng bum Suardrau and rtmovmg and Th, it canbaa price par Wear foot for -Ranoving and taeatnt beam g.JMd will ha by Sir Weer foot meeumd Re.emg Beam Guardrail' and for 'Retreats Ewung Bum r Page-SP-10m Revision Date.April 26. 1993 C c .�..aw r 1 8.20 Illumissation,Team,Signal Systeesas,and Electrical 9-26 Illumination,Tralrac Signal Systems,and Electrical Guardrail shall be full pay far rurovmg Nd rescatng at rwmg - the gusadna l Nd for bukfillin,And compacurng holes 9.20.3(2) Exavatilsg and Balling 109.-Removing Rum Gcaous,C,per Wear ft. The excavalsons, required for the oWallalion of McW.A. 114 'Ra ic,om,Rear Guardrail Anchor Type foundaliona.ticks and other apphancs&lull be performed in A -,per each Donner to cars the lira pusabk -.jury to the vmAM. The unit wool price per Wear funs for-Removing Rum aidcueallu, and other improveasts The marcher dull tar be GwMra U'aM per such far-RN1OVu,j Ream Guardrail Anchor txavued wider dun oweassry for the proper...I'"n or the Type_'&hall be full pay for the removal And disposal of the ide or al Appliances And fuundatiom. Ezms con& shall no, be guards)And Nchora and for backfl1mg and compscung holes performed NW urm.eduuly Wort wulWion of conduu and other apphancs The material from the excavalson shed be B-20 Illumination, Traffic Signal placed`hem the least interference to vehicular and pedeswn traffic.and W sur4ce dnuage,will occur. Systems, and Electrical All surplus tici material Oka be Mi a:,d disposed of by the Cam lostor ri w ordaram wall SaOor 2L3. or u duw"by the Esgasur. 3.20.2 Materials The exavmon. for fouadadnm shed be bactfdled ai ) conforri with applicable mquirtmwu of Section 2-09 i 11•20.2(1) Equipment List and Drawings Rackfdl requatmenu for condur tienchaa shall he at now in W11hun twenty days tollowtng easutmn of At,Contract,the Sedan 9-20 3(5). Contractor stall submit to she Engineer a completed'Request for Etavauorn after b.ckfW g shall be kept well filled and Approval of M&tarul Source' dirt deunbes the mdensl matnu.ad As Anddh Nd w:ll drained coedrran until f ' prepared toy on W fulfill the PINS and spectfivaWns permanent repays are made. If squired to do so, the Contractor shall submit At the end of each its)'I work and a all otter lima wren supplemental data, ample amcles or both.. of the tru l construction operation,are suspended, W equipment Nd other proposed for we Supplemental data lair eopi,mqumed)would obstructions&hall be removed from dW portion of the roadway me lode such rams as catalog cuu, product specifications, shop open for Asa by public traff,. drawings.wining diagram,,see &,v makrul purchased or labor Excavations in the tired or highway shall be performed At performed prior W such approval shall be at the Comrscto,.s such&manner Nat rot mart than one traffic lane a ratriued a risk Ark appmvab by the Engmeer must be rtaved by she enter direcuon At Ny Arne Contractor before maa,al,will as allowed on the ob it., The contractor shall supply al wahia the unit widths The Contractor shall submit eau wpm, of tsosundela and to the specified depths at the locations indicated oo the diagrams uWtatmg the vMsval Lahr diatribdron.vernal control cil plans or As directed by the wgaeer. tunas, and tM lateral light dmributbn classification, for sch The wm ro m ractor shall bass appved mpsctioo type of lumuuue submitted for approval In addition. the equipment no site before beA.oing am smation, Comncmr shall submit s kaer from the lumviam ma re nufactur mmpartion shall be performed at the time or the k"i dwsling lamp socks posmons with respect :o Wrap, And bnckfdUng or the treat unless directed otbe ie by the afncton fumahed for inch light distribution type specified in Mai.", she Puns &cad defined hem.. Copies of the aforementioned Treo,nog for coodua rues LL,U be done in a tot dagram and Jane, &hAU he tes dimtmd with the lumwve manner with the tomb bottom grades!to provide A Nlform wbonaw for wog and approval grade. No week shall be cowed until Is ba, Isles eu aided Tha Contractor.tail submit for approval au sets of shop by the engineer. bukfUl material used for fill around And 4 drtwsngs for such of the following types o idnol.called for riser this mnduk system sh&U he fear of rocks {rears sbso can Nu pool", tw iacba in diameter to a depth of sub inches above the 1 Light aundard.with or washout pit-&ppmvW plans. toed Alt. 2 S,oal standard.with or with,m pia 'pprovws plans Trench with. the it., Ns shall sN eden tromb 3. Combination signal and kglitiag idards. bad fen which shall consist cf 518M Inch min. rrusbM d. Metal strain Pork, surfacing top count or older ssterial s, ladicted is the special provistom or schedule of pies and eimsed for use it, a sandal-.en(e.eni,g+eUsrgse-.Ppn+,ed by the engineer. Tie aume and quality of the mussel shall be aubjeet to approvxl by the engiaev. Trtm6 backfdl The Contractor oho shall submit ellher oo the signal w41bio the sidewalk troth AMU be aside Arab aceapable standard shop drawings or launched a the signal standard asm-Ails from the exasatioa subject W the Engineer, 9. Ishop dr.wiog,all dimensions to clearly show the:pecifu mast approval of the material and shall be emaidend a aecaury arm mo..nGq bright sod signal woma locations for each pia and incidental to the excavation in securdasce with the signs,peak to be instilled, standard specifications Uwu'ttable material.bell be removed and backfdl sbaU be lelert material approved by the Engineer. The City reserves the right ve make adtlaiam or delsakoos W the breach which prove seraman for the completion of the projmt. Page-SP-105 Revision Date:Apnl 26, 1993 _l I r s =0 Dlsaninatioo,Traffic Signal Systefta,and Electrical 420 Mum oustim Traffic Sieoal ---- — — Systems,and Electrical k" °x II,n:.imusn width for the trench wW Dr at the option around any other fu detyrefuod otifi im that lie in the of the m.hremor. Trench width will. huw"er. M of esurued but an that the mach! will .m adhere to the rupla"I sill an that all of the aecessary, eenduu can be ailuy line. Cooerefe fo t.oadom shall be troweled,Installed, i■B installed within Me depths specified while maintaining the edged and finished to a-,orkm•whip.liat oanna. Concrete minimum Offer. shall it promptly ek .d from %e exposed portion of the Trench baekfdl mutual I.roadway and sidewalk areas anchor bog aad module after plssema: Foundation rbaq *hall be comp.tsed m 95% of the material's maximum all be Class 30W roocrtte. Pier the specifrte,-rina period. 'r density.Per Section 2d3.311,I1). the movacrnr me,iwull the applicable de.ke the-con. 5-20.3(4) Flltrndatioexs Table 1 ' R.M.W.. hall 6e constructed of pound o place ponland cement conerme meeting the apphcabk rqe :menu of Section Type of duke Dimensions 68_'end onnfomung to the Sundand Ph,m. Tbc bmam of concrew fcundatfons .MO feet on fina Street Ljhs Pose d'Dup.3'Sq or Dim. ground signal Pok up m 40'mass arm 7'Dwp s 3'Sq ar Dia. Found.wru shall be pouts th one Pour where pneac.bls SlgW Coowlle• Sae DasO Shea The expound pomons shall be formed On proem a cross Street Light(enrol Cabinet See Drusil Shea app... Special B...See Derail Shea r The footing, the. in the Plans shall be txtendd d e conditions nquue addibonel depth,and such addmonal work.if All co a rese foundation shall be constructed in the ordered by the Enguarr, w111 be peid for m an" work m msnon specified below: provided in Section 1-04 e. 1. ss I aidew.h H fYrd id"am m M ennIKtd as e Form,sMB he true to lute and grade Tops of lenmgs for pan of ale pniOn,the tap M Its fssmh,am I"be s adf posts and standards escape apecul foundations.shall be fmuhd final w b err aP of me ddew.lit on birl.(Son dozed Noes i to ground kru or sidewalk gnde,unless othems,loud o the J. Nhne no ndr art i be islaBd,fee Dadt to,ere nap Plans o•dimctd by the Engineer of rM feem anon"M m spariM ay one eamam.fSee Forms Asll be rigid and. ml) brsed to place Conduct annuitants, end, and anchor bog ,hall beplumed and ngidlY placed in AS coscrene foundations shall be located m pm ratiotang as the o props: position and to proper height plot m po nng concmtc tao.or m brand by the eglieer in the field. and shall be Mid w Phu by nun,of a template anal the fortes 9•20.3(5) Conduit - an mmovd. Its dawn of mdu.atoll mnfom to appnpnew aNdes Plumbing of standard. 1M0 be acwmpghd by .d/.rung of the Code and throe Spectil"wons ' Imsbng null. Shuns of other sunder devices for plumbing or The sire of conduit used shell he as shown m the Plum r•st+g will not be panned Condmh, smaller than I-wh electnc.l trade acre .MU not be Both forms and ground which wdl be in contact with the used uNes, she., apecdud. mcapt thst gmundutg m mortared ' ncrese sbul]be thoroughly mortared placi m ng concreu. conducn iee st nery poets may be coclosd in I12-mch - lbr ever,excess water m the foundation excavation wad not be diamener conduit pernmaed Forms sMU not be mmovd unto the concrete Me ul It thall be the option of the Contractor.m no lspma Ie the at Isn't.nee days Sore,to u„larger eve condmt d dmuod.and wMrt large, ate, dsoetre.edsoeiee—M conduit te used.d sMB be for the man Icogth of the r,n fmm outlet In oude, Rdacing coupbnp will net a pemutld 641-34416— The ends of W cond." stall M wall rend w remove bum and rough dgn F-W can tW be made quart and the Shp youth,or miming throads wdl not be pennisd for coupling met"cord l.n. howrvcr,rvmung threads will be Isernuood en ver6c ahem:bond spurn.When s sundard mvptina oaanot be In 4 So be 4 wed, an approved Nrmdd union covphng shall be wed The x'. lira` threads on.B meanie coM.9.lull he run-fine,clear and wail The enntrmtor *hall pm,ide all material for and p.mud wth s good quatty colb W.I oopf— suspenucd m a erasrrutt the foundation for and m the dimensions splrifted pamkum veh cic before on-pints m made W AB couplmgs i table 1 Mow. The.eebor bug shall make that of the pball be aghuned u that. good ekwical connecvon well M threat On be installed tha oo. nude throughout the eetrn length of the mM.n run If the All extent maseruh an m be remold from the cooduft ba,been mood.A,,usembly.u shall be pvrn. finel foundalb. fo ttrurtino site aad "Posed of at the tightening from the ads pno,w MckfsWng Nben m.ang en matracffr',eapmst gnvanud cod.n has been inlurd i handhng or ensWhng. Coocrae aha0 Inc pied against undisturbed north d such ml.md pica IM0 b,thoroughly Darnel tenth aalvanv,ng '... feasible, eynturbed "m or batkfdl material shall be npe.pant.Formula A-9-^ vempaned of 95 percent of the material',maximum densny. Before, placing the noest the enouamnr shall blackout Pege SO IQS Ref iston Due. Apnl 26, 1993 A 70� >.i 6-20 Oltanktation,Traffic SipW Systerns,and Electrical 9-20 IDmnination,Traffic SigiW Systmu,and Electrical All wMuu ads.hall be Wended W capped with standard Al.In re . r. wndwn w1.r codud up moil wino`ta atatld Wh<n couplings or wrI P.arc removed, the Waded Inch .h.0 be pmvded vnll approved codua butmp The car of on, Plop. eva though tempren . Wu of the cond..'coupbnp NrIt n I -vwlrie.Nbe� aM'Menu once I.esprtasf. -nNboed a- Mvmu roA.mwMais"M a 11 r r4wwaeae CII nub.boat duo eh"exkod w knet 6 uehen fromP. Oc verI faa of faundnioa and .t kcal 18 irlcbes below ands AU'dun note shut be onpyW Co, .rot nuts,once,and cxpoeed Weds III be p.inud with plvmtiting repair pint Pormufa A fl. MmW,wnduu bends.en.apt factory trdt, dull Wire a rawesaelre rI consYun wuh the requiremenu of Aru le 3e6 msd.her *nick.of the Code Where factory bads see not und,wndud shut be bens.usmg an aprovd codun bendma loot employm, 0 LaU , "^ ,L V ' correc0y sued dl.. wuhom cr eopmg or (tanning, mini the Open trench eonatrucUon MU conform to Um Womtng long.,radius prsetioable 1. Edge, of the bench tha l be ssI a reirwnum of NormelaWc wI bends.where W..d..hI conform to 2 mch.deep aM eh.0 be parent A wk 141-11 of me Cdc 2 Pe.enI sh.0 to rvnI in an.pprI town, CorI aMU Inlaid to a mnumum dcph of. y Trench drpch shaU provide 24 wha medmum weer } Wwehss•We over wndwu i- 21 mches below Mamdbe4 1 Yrra. } L H-whasieleI fir.., parade in U eum,.w br-ib-uet'. if a wrw" ;-q+w4+l ' k Mwrw- ssarwa A ewIn .13 wtrss eFpwwg III AtoNsenmgr sslar ? Q! InsMrew"s breafi errsrolierno b.a Fi6 hy tsa- } *61, fin,. R1 6 PUB Mira Shau be installed. d All madu4 shau be rigid aoa�aakbc .aks noted Y otherwise in the Plans or Special Proeniou. (In an 4 Pan AU conduit opetI .hall be fated with approved Whends or Lmhlohs. M.0 thkkoeu of eonduk aWU be be I consistent within runt e...motion runs with no m.4 of different echdule typo b"Wo tarninatioos. The contractor abaU ceoylde and InstaL aU coMnn and r oecmsary radap at the locations aoted on the plan,. Cooduh I de sins shall be u Wdicatd on the wiring and motion rbduk shown on plans. JConduit to be provWd and lwta0ed shall be of the type indicated below: 1. tcaduk Q asset, mall PI Cafarq , AST` „� rtu4Ns taap L:ad erbssnr tW eaadrit In a M Oned rI than yntau the eeadmi,nra. } a. Selsdule N estre W J Wry e }.A.C dom4a,I. AST` ¢ seacdards than be easy s sa mha. tde In a he /area -� meI ram mdmn ara. AU pines III be ode whh striaa cosspWnrr, to the wwtwfim�e^e+^Iwt p°nh eN'°rwue'n msoufact.,W,rannoweadations regarding cammt cad and coyirrinI condiI Isrkmg or dr l r'pus dull be kqx 2 feet from the dec of q It u We sects any type of pavemm,whenI pmbk Exc.,..,uee of wur irpfewnslir,wsr _.. PagrSP 107 Revision Date Apnl 26. 103 i �� s ,a s 120 Wtmirution,Traffic Sigrid Sysums,and Electrical 6.20 pWSination,Traffic Signal Sysunu,and Electrical tAt might undcrmun arc p,.,or soften to.ubtmde wJl 2. Saw;00:'�'a' �. r..flk.tp.lrr,..K�:-nLr ram be pneiwd A. Tisuy ap'Tststery' tin new tmnmucr,un, wndul shell be pitied prior to I.scnptbns an J,wtioa boxes performing the awe pi.—ma,of haste...p.vxmol fuoetbo,t,null lighting,tr,fh signal,or both, sbaU he "- Caduh urminssting in foundau."otoar dun bgh,standard camutcat th..gbout toe project. AU J.Wio.boxes ShAU be foundation rbU .wad A m an,um of 2 inch. above to WtaUed is caoform.ae aM prorlsbw sustained to the fouadiw,,vxnbsUy At light~dud foudouuw,oodnn.h.0 standard plow Aud ddaU Abau. not.nand won bun 3,uwh ab .A to foundation The..it mou.l tick,per each for'Typ I'or -Type Codun inuring Waugh to bottom of A Junction box Ahab 11- junction box eA&U be fail campmsY , for fureehing M toasted nor the and U.to leave the coin"Anion of Use ume And for ail tau of tabor, eaurul, bob, and I ac.ckar At W ovtW-,conduit roll air Imo to duix,wa of equipment o"euary in provide and uSW the juo,uon box. t f the run.mrmuuuat 6 uKaa b S inch.MMw th,junction box ueludug Activation, baekfJling and mmPaniou AU u Id and wrlua 3 inch.of the We wW raAtent w wiry b bon a-»rdAa"w"Plow.Apwificatione and detail shoes. Susabk mukar wka,hall he Act m to ads of cadviu AU Wo faux" ShAU have Sslranued srael fide and reach Are turwd so that they car be wily located From.. } FmuSA eAW be awAUd a location-Asdea,gnated by the AU Junction boxes and Mwistd caner",pads,MU be ?` Ec,,,mr Ao As b Provide A mduit chwn,l 0-1 wul PcMa Iwaud so competed sub trade vrbkb sh-U include .0 froauom for umlang the Nactnul mewl rues Whxe oAdwt brb" of 51th-luh mans crushed Surfacing by cave" (mini m abed for m IM plow.or white Ih.,r u tto a u msterul imuned under :d around the base of the junction e x .gaud by �M Enlinar. the C,mrAlor-AW d,o fumuh all but, Coaa"r SbU he prompt!tkand from be junction newury wven NA pets box(came And Ud. AU o••ero0 underground cadun,hall be ekand wit An The ..a Wousn price per junrtwo fan. shAU toclud, approved Aired nundrel nab bbwn anal win omprtasd au poor Wtawtioo of 5,9W-ucb maw erobd Surfacing top mane ra pWnS rye And A S' thick Clur 'S'cement caner u` Pad acbssg the Coduw mIW for Mure, use AMU be Prepared .A junction box As per the plow,specifications sod desou.been. follow Aftct fast uamblY t Ply- to cad" AMU M Iwuhetloo of the crushed ,urfacug And the mote le pad bin.clan wit mmpvad sin. Then,at to p c"roA of to sb.�be utidenW b the an price pr junction box rod an ■a Engm.r, a el.nsng mudnl orreeUy stand for inch silo of fun-" campensaW. eeW be made ul"t the caovn W beo m AramA wdun ah pulled tughAramthat the oedun Me ram urlud. sep. , sty am, for '.robed surfacing' sod or bane dcformw A.won t mN u c dW has Wn plkd tough, For'caace,re pd both we of to ondun rh.0 W-Wad r,tb conduit ape No p,u wura sh-U be wuUd 6.20.3(7) M"Mmer Cable,Fittings When ...f.. mounting of eod d uu it nxruu , supports Ma,xep,cable rh.0 be Accwe d b Moil .vain Pole by e .MU,owi.t of%nutrut'type or aQu-1 mountial amnplete nit m x,,of pie b"S. And b ombar polo by means of"Air comp trued for tc mndun Support rpc-9 th-U comply ant xvm,d guy eye boll Pak band,And eye bow-MU at truCod Yn ode o.rMU be At mod m the conical Approved elpanrion As doo lad t tax plan- . fiwl,eh.0 be attalkd.1 AU expannan joints F-••rnen Ahab Mar.nS„ able AhAU as e.ural b eye bath- or mnu , ba a ppro-d by are Eagoeer. e1Amp At pole by the u-a of Arp,a,.d wirla.:long able lump Ewwg codun t puce whduld in a calve ar type d.dsrb15 d,vw. M--W .bit AMU be,ecvrd to mdulon AMU hay. say CW uS oM.cbn a aavd And A bull ring.And Awhen by two-Pprovd U-bah cann.tan Arad ekaning mW n I sued for the onduii.MU be pulled tough any Bumbles Conduit ww eborm t the Plan, Are, for biddml P-rE'e'a Taffc ngwl carnal cable AMU be ..nand b to Andy and my be clWegd, with -Ppmv-1 of the EaSmnef. Ice m-..g,r ubk by cable 6. The tons stall be buck nylon win ' Avoid udxrSroud obAwlww 120 lb mbunum unlocking on & • Down guy ueanblw ably be m tLUW As da ulad it, the %-20.3(6) Junction Boxes Su,dud plow. +` Juno,bozo st..0 be wuUd .1 to la awe, .howl in Me Wit. TM Contractor may bstau.At no exp"we b the Suu. }20.3fS) \,.ring ' ouch Wd Meath box-At nay be datu`4 b f-cuitsu the cork. A)urdergroured,x,,r,nS-ball be h"Ited a coda clow funcuon but wall t a SIWI aonfami m details m tin Sunda d rpec&W*wed adKfwa,Or ell waxon, AU vnmg On candun Plan, be mNlkd Win An tinprovd ubKxnt. function bona still be adjusted b bx 0uxh win rbe fi`whd WM to aa-poe of udusonn sup--0 ns m /rlaeae ' ,ux.,u Nd mumw w tion eub. All wamg Still run grade - T►e aw,,no,oh.0 pra,ide and u,taU juwrun bate,of onwuo.ly. tcyaul Rica. from A t-minnd Incased m a 14 qpr Ind,tie at the AXsb,w specified in k'u plow sodm cabinet.as rw rat.pad"—push butoon un tnbly.or.,Kraal Abitibi.Imll Abe . had b A AunJ-rly bald unninAl Tenniuu Maud below Y Th,y,erlptba at the emery of AU junction fans.sb&U grad,will wet be Worts As be indicated ax: d s I 1. !cast%,Aaa cal..•IAbuV" ` Page-SP-108 �. • Revislon Dau' April 26. 1993 A J r 7 r r 8-20 Ml imti=,TndrK Sigtta.Systeru,end Electrical 9-20 Bl,enination,Trdfic Signal SysUrns,and Elertricgl r AU -ph. It Wdsrground ilfumuumn cucuo. uductwn AU savNj, caclwive of she ktop e"'U and magneomncr ein d urS nU be m lled a Wumeuhon --ax, a joniblot boxes and a IOK comoller junction Want The only sPboe alluwd N an induction loop ciabNe abed h\vc an.pproved US snan signed,as blow 0"""U"be Ute ahieldod eable m loop sort Splior.The only 1. Individual condueton—UK alma number indkared in sphes dlnad U a ougtttmntater akeur AMU be the probe the oo ossot Ira.-m cable to nxsgneumaer ubk aplall snbayse.lssp.er;,�w 2 MuluoondWtor poll — the eumben of the aW.1 DGw and/Of Pedfatruo,push IfYnOw aseVed If al aid Is all A pl� 3. Loop Mad-N able—de ro mbm of she loop nerved a klapretomerr ubk the eunbem of OK wwPLeMoH+i--apwy, ladurd" loop splice sad m\Srwo .s r"A rdMUS"roma/er \pike ska0 be o show is t►e standard Drip loop shall be provided on all Metal conduction,"em chalk. Underground iUumwuen ruruil rpbcal shall onplay they mar polls,at"]heads,0,watherrtsda. Copper erimpod mnnat or installed -rth an sppmved tool N'M-doors banal cable or mrmlaall.mod"is sox abed. designed for thL purpose an shed be used N eaaystins. mailbng. and b\ckhlling. so Epoav'plea with olar ngd mods will be mquurd on tw the Co rods, wod,or other foreign malarial vita be kk in a wr and those wy spbw in underground sUummWn cucu,u position W null possible injury Dual burial ubk shall be Four wY or mom splices N underground dlumuutien cucmU pUred a mmunum of 24 mcha below grade and club be pkcoii may be east epoxy or halt shrink type boaely an the bomm of a tren_h An approved rod aarnmg Up, r Epoxy -Pb— shall be phyac.Uy Upanled from other ahall splices De Nsulled u Ne stench.6 Ncha shore the doers boned splicesand atmiC within the lun000n box m sroid dartuge from mnducton heat during the paling came s, VAO. hat shrink span,,. arc Khrn mnducmn,either ubk or w-ill,\m bring uuUUrq, \bead,wirmg.MU be clean and dry The Lpbu mortal doh earc shall M esters, , , not nosed taslon 4mivaoru Da age,ell lapped over the tvue Nmktion If an) woe insulation a m0mmended by the manuUmumr. Conduction rwv be pulled damaged pl the appbuaon of ncesuv<hest the mlue splice duealy by hang Howver. if mnducwn am pulled by any shall M Aerial Wurn m ehLmcd males.a dy.mrser win drop-nedk turd sMU I Aerial 'metertion shoals -laxjj urn via or romp type be used on every mechanwl pull r pm.urt connabn Spurs uuuUtion my M epoxy, heal On mehaiiWl pulls. insulation Stull be stripped off the sM T pe Ups of bsdrvidual mndutor and Ue Conductor formed into L pulling eye Tape Splu inn- tip ed t contra rs equal t ju, and faro')taped,or a eabk grip shed be eaed Tate pulling(inter r ekclneal m{uktm( tap applied m \ NKkrtess equal m the fiMbOd douody U the mreluoter.i e,w11a1 pulling ever art used ongvul aye insulation It shall be wU Upped over the ongma: or-hen the conductor is formed into a loop,ALL be Umiad to i mutation. and there shah be a coating of moutum mount 0 OOk pound per circular MU am of mppn modulo, MTen a ramuh applied and aUowd to dry T-o layers of fncuon tape able grip is applied over notumuUic sheathed abalal the A r ,sill Nen be applied, and the splice shall be fmiahed wilh • maxunum puNng forte shill be honed to 1,000 pounds provided adcond complete mating of moisture maim amuh NU u not in eacdr of the one as e,lcuaed.bnve Quick do,orro m eonnecton.fused ar unh:aed a required, To limn the sidewll procure at beads N dues and conduit shall be muslkd at LU polls Supporting a luminue buullaaoo runs,the pulling fore N pounds shall not Hord IOC tvmal the A-11 conform to dowila in the Sw d I Plana radius of the band in (rot AdegWU lubrication of tits, p pmr as) Pole and b acku "bill 'ball be wunad baaan he type m tmuce friction in mndun and dross pulls aNll he uUlu<d dutt.naca soul the lumuuim as necessary The grease and oil" IubricanU uread on kW Suffix"stack airt data be mmlkel at each l.O,u,n boa sheathed cables BMIJ rot be wed on mtmaMUie slKadwd cabal b u allo-any conductor,cable or spbu within tb,juneUon box KTen suing u nwed for future con, Ne lards of �+ b be nu;d s mNunum of Ill uKhu ouatds 0f the box ach girt or able shall M waled with an appmvad halt shred 4 I '.rJ grounded mnduemn of eve No 6 or end eap Ion --is'sMU M dentiLed reloc,by a contmmut ahw or wtvrs grey finish Llong as mtim length or by an approved 8-20.3(9) Bonding,Grounding -hi o meriting for the full kngN of the olibk mnduclor a all Urmmauone,luncuun boar.or Lma.iblr location{ Every mndulur at were woe Utmuuaon. Conn«tor, or drvtu dull luv. , PVC vise mrkmg skave baring as w kgmd,the cis• .number indicated e,the oomnn. AU anmirul r •ps .lull Y Mar UK color number euoi\tret With the IF Was a 'net. ... illumination circuit rpbm, ash issue area mg the lb eas W, Warsaw, splice SMU have M PVC aya marking slave bearing as w rkgnd the Eccuit number mdmaed in 0,contract jwnperr-ard PdgrSP 109 Revision Dam. April'6, 1903 1 J to 1 4 F' F &20 Munnitmtion,TraMc Signal Systems,atd Electrical 8-28 Oliauridtion,Trnlftc Syfrial System,surd Electrical Upon request or the Contractor,tM E guwer wUl realer the aosvury, amngtmenu wM Ne servu,g uuWy to complete the y service emNaclwm Electrical wwMy uwd pnor to mmplman , `t duie of the wntnd wdl be cWW to the Contractor.sleep that the Identification of Ne cquipenent grounding oorductor rMU cost of energy used for public brtefit. wfan such opemuOr u . r I 000foren N AU Code Mq.ueceenu ordered by the En{inocr,will be borne by the{1swe City. r GeouMNg of conduit and ne.nnl at the servtcc pout shall Three type of power wake ere red a "aleAted be aceompWhod u mquvW under the Code Geoundtng of the below: aeyeai shall be.ocomp6lund only At the unit. 1. Tyr 1 vNos*0 be*a*plot 126 sei,1 rAes,W tyele A.C.Irdh Yw sreks s abl 1. TM C,ys eha{a.dads rot.gal ma. 1 wire.W Oed. A.C. tiaras Erna rot sucur, bole." arbdad photal.R Wa an antral wine) S. Ts}w ca t.*a8 k wade pisons,U01PN0•not,5 win W Cycle A.C.lose Td dp rsueisrAnlh typal.weadw bass i(a- N,h=, _'e 44vwh wsli@wranKwu erual an 0) list 0 iM pone twice point shut be an noted on the plain drwasen and tha'be reiflM IN,the electrical servicing sWity. The connection of the gmuMmg elatrode conductor to the The service cabu,ot sMU be marked vnth Me sews, Voundug electrode shall ha made wth twv approved ground agreement hour and numbest The markmge dull be Nmlled ' 1- Namrs AU other gmundmg of the equipment groundng on the outride caDur der etur the top of the eabNnt. The sund.Wn, throughout the synern sMU be by approval coarbnp shall b:sent C rutg stencds and block.1 alkyd groundNg bu.hNg.and comp gloy pain coof..&to Federal Spailiratron Tf-E-489. When duvct bunt cable or aerial ilk,unau.n .1 u I oNo.Uad, a sappkmrW ground confomwg No deuJs N Ne 8-20.1(11) Field Tat Sundud Plane shall be NsuUed.0povot NO each kght.tandaN Per.,to cotnpinten of Ne cork%the Contractor sha l cause Iwnter.None],at xncrttel As deeded N the plain Ne rcUowNg Vase to be made on A' eke ecal ein.iu whole Messenger cable shall he bonded to otecl +train poll. by nomuul olxnung voha{r u from 115 voh. to 600 voM other mean+ of a bond strap coonMed bcr a ,N no approved ULoh than direct burW wtallatans ut the p.acca of the Enginar. - connector and a bnndNg lug on tlu pok 1 Tat for coowu,ty of rch eucmt _ At po,U when snucld. or shielded conduct.. an 2 Tut for ground+N each cucutt whwh shW conwt of _ the I....auon of Nc u+tallaWn m insure Mantled, thesh.elds +hall be neatly VW and VemwVd on PDYs'ca wmzw grounding.e lugs that W mquuat ground jumpers vice, de , and AU r.e t tWdards, signal poles and other npp.rtuun.do ewt cad era n.suMcecWy fin,. ttaodardt os whkh elsuukal equipment b mo.nted she'W y A 500 voh megohm center test on ern cucuo beween {rounded m a copper cad mnaak {round rod 5l8' W Ne conductor and ground wiN W nviicA boards.pure) , y dumper a 8'0. o Imgth complete witG • rB ANC ban bond.. hue Golden, s hssa' mosplaclw and copper boodag+enp 6nred in Ne vent junction boa. A' overturrtm tic t.N Dote and W rrdutgs rocorded .goal roeroUer enDineu and ignal'fghting scnke cabinrle TM Contractor dull hmuh dte Engumer wiN threw ,hall be grounded to a 5V is dumner a I'll' in kagih copy of Ne test nauha identifying obsmed modutge supper rod metallic {round rod Iwted as the syryt .nth Neu reape cave cuc.r luactioe bus wsb a bare copper bnodiag lump sued NoMMeager grunt of Ulumunkon Core when ni accordance wKIN the pkm, mpreifutua tad appikabk duemNg neebok have born installed should be cods. performed on udn.dual cocuu when ba'l.V an not Ground ends are considered mktelonenu bemr and W utmUed MU are AN be Included wild the system or conductors. The N.uWion reattunoc shall not be lit Nan ,s Groner neaps art also mbeeloveous hems unless a separate 6 meg hm. bawocn conductor And ground on those psy iota Is provided is the*Schedule of Pricy." ...Q wuh NOW owgk mndudor letgth of 2,500 fin _ and over, cam loss than {mwhons IN those circum _.. 8-20.3110) Service with..Sk conductor IrgN of Ire than 2.500 rest Power comas shown AN the Pon. are wrote only. Any ebAn{r ui the shave trod muumum erdNp exact loc om wW be d wreouted N the field. must be approved ON wren{ by the Eogunar Only INI Pitiltr fir Nose heron based r dkdnein. propc,ar of �11. rrduovr buulao.... spicing vuuokon.. Vrmusl wrap of ung.,At,,wW be ruse for ocrANderauoo of a a una s A functional teal N which d a drwnstrsud Nat rch and.cry pan of the ..Noon fur.nwn. u spot,fiot or Nurded herein Pogr-SP-170 Revtu.o Daw Apn126, 1993 _ - � J x 6-20 Rltanirution,TrnRc Sigrid S-vslartc,end El,,t iW 6.20 Rhanirution,Tnffu SiVW Systms,and Electrical For Now ereuiu below 115 Wkf romral except induction Any Para Nat tire d. 9od it. to the Cordncione, ogr.[ana bop crcwu tiW all dreet burial eircuM, the continuity Wu. .MU be rtgvW oe nepb oed to the Contractor',espeow,Y The pound Wt.tind functioul tut.hum M performW Th.megger .titi.fa,tion of the Engineer Wt eonfimting wuWion mi.Ynx of not lee.Nut 2 mesohm. Light tiundard.shW not be renew on eencnw foundation. In ground NW be required Teeing roquitemenu for induction until foundawo. hay. sin 9 tour 72 Mori. ww ah.0 be rLLW boy c.rcui.MU be u rated in Section d a0 3040 .uffwi -4 W to plumb filter till food him; been phcW. or u Any huh to My numeral or on tiny paM1 of ,e Wu16wo otherwa<dv«tW by the Engrave. mnled by thur Wu .MU be replaced or mpcirW by Nc ibp.6r.w.Yy.yweMyw weeM„�yewkrg. Comnetee m a mumef.pprovW by the Engineer,ud the rame } Wt chum be reputed unW on Yuh tippun. tP- by Ph It It 0-11ift"h0000-voth, ir. tAeCanh ia nrtuirre � 6 MUFFS Ng %6P .r.aeanwn y Anchor bohu .MU CMM though the by beer) hot nut two full Nmd. -••--E..g. No change in Net and so operation wW be 4 WewrG.fur 2 p.m.on tiny day,nor will the chnge be Wowed on Fnd.y,wxkeMv.holiday..or the dtiy prerodNt.holid.) No IN Lh- he w 1. Iler uR,c rpp f0 M to M pee feYdendNAM m uN.pan i Nopctios aroi'm ryiw'NoI Wm µ P,Nf S 2 All dutnp..etw tied ddfeiscim move IN eor.atw b)W 'Noo o wf W rIYYPR prior Y mito iag Ngtab tyry NO d.rf. d. A.quwn for 6pw Wo No.b.U..t d uebdered uW 6 Anchor Mha d—SW tiller the fourrduion eoncreu u olner.l a.r.kf Y W araneen aot bor,ur ,rWit and paced tihaU rum be mptiue f by bending or weld.,g W b.AiNam th by W alwa.r.e1p. TM Contractor'.repav pmcedun u b be submaed to a. A w"N I MrM.DI•Mad 4ya aaerf.T a the Engmeee for approv.l prior In ntsltin an ny.btid I.aiPN.a..aa. g y t9'auti !. PIN'W ey nolor W irwewieoSout be-A.M esyn<pr Th< prxdure a b , boo. removing W danugie PIN' .onrgrly aWdirS i4Y. A..dakoou portion of pi arcMf eOU, . the mud. on o the of tatitie.iutiu dr.tif Y N w ati.w 4 tiPpo•ad b>ae undamagW pinion b r.maa, W ieuYWti,n of tin . .fie' _ .Mr,vOJ thmdW Sleeve not urd NW. uN regvmg L mo Yreof on, a oal al pow ati1 a..iWa peps^pica W foundation with epo ty worse npoo, otfidg .idW bard' 7 The grout pod shall not ewend abort the ek,,u.O of 6.20.51121 Ptintirt6 me Mttam of the.fip M.c All gYMg squired .hU be done in mnfnnn.nce win a Anchor MIt..MU M m.u0rd plumb. d; 1 degree, applictible plot--.of Se, .Sur.6-07 4 �°K`f°eN7"� Prbr b p.aun6,W 6-4—loed.ufam.h.0 be tmkd a orihho-liwdoyoref apuifwd a 6n`ewf-pi. M.Swtioe 607J141. r x� Controller ubum,,shoU be fbahod wide with m tippvvd fbuh coot of ,,won,whew mew uwn.l ub outride wit an } .pprovd mtimef finuh. fight guy or tlumbum a color If the fmvh a dam.gW before firW aawation, Ne Engrae may require&ld pmwg u follow. Fu., Coot of Foemula Ab96, aeeoM and NW w.0 of F..Ol,D 1.57. Miommoll NoTee.dtrwa- G.Ivawad.eel.tilummum or COM1Grwe light vuod.rd..nd } Itoom m.hU not be ginkd the to 6.20.)11)1 UlmiruYon System M«+W-fwndatitir. } 6-20 L Light Standa LiAn,otrds LtiN uWrta N.II be MndIW when bWmg. unloading. W"hid and erecting In tiuch a mtinner Wt they wdl not be mmagd Page-SP-111 Re,onon DW April 26,1"3 -a wrwrryo+ 8.20 Murninytion,Traffic Signal S7stmns,and Electrical 628 llhamaoaaon,Traffic S4ItW Systens,and Electrical �. Y ba,dwN laalr,nob,mass smx,axis. . actin b esmPlSs tiv yr Pa.).tams M at�km Aar. a neensssaMenS- I.O.ndtsdlkafs fie PNsI: 0eu Say t Scow dot,r eve be. Sari Said`d a e�biaaea.of a- Pw, wamaer laa,fduS, Iassaire Or cleat Pate -ft hatubWr. 7M ktler Sae an asbsS tamalaml�SW M MfY m b U far teed m ... 4 She Soo/mit aplrtachisg W.M. wand,shad M aWed kmomaeawmbR wt\ d`, IstakIIas1 m dw, watts asd smeeakit rP .rm m . The dartl mats crap M y I.a same""W Iatat saw,wait moscu rind 7 ish mymd as $. b,memaeSyetage- .Math bae\Pmmd. The I.D.mbar wet M and an,b All new hght awdaesa SbaU be...bend for idenufrution ac"flak m W m'd N 60 same Sr Pnjatr b, the fin m amords"' wlh the Plan- ulmg pambd 2-mth sera C mafh imp Nate' + numben idthUed three feet above Its bane facing due tts,,d d Caw /or W dacaa aW he Mawha s Ywaeal b nor, wey flint Shsn be elan soot alkyd gbe econformmg b Light standards abau be Spun aluminum dark style and FedeeSl Spee,6c Surber TT-EJy9 $ball min the Pole deck requjremm, indicated- M sipP limber poke, the Comnnor ShsU rov,de s the detmn,h below and S muumum burin of 10 peneni of the bul le ken lue 2 yea The ere than the rod be tbnr Speifsd, . 4 W p pole -ban Shan d pror4ded 'eme• 4' a 6' flush Srd that!plumb or rate Sh the polo to vuecand e e Engthe d Wed Dole aft,Nt Due and s mStehiog metal co,e secured 7be Wad bit$ban M tinted m 90 dgren m the dark with SUinleat steel Strews or link,. !- arm on the Side sway from traffic. A gmunding lug or out The pole shall be adjwtad for plumb after all ,feted r _R Shall be pneided a the hand bole fame or maid,the hand equipment has been m3WUed tDe,end link f•S me or inside She pole Shift m attach a ground bondiv sad plumbed. 'der Pole a wesned Strip. R p bed. ou, 'had be tightened oa anchor MI, awn proper -Land WISSIS open nod, or WS weeotee. Use of hood-Vf All proles sod duo arm Sban b<dnkoed b support a ropnrn, pipe r,owbe Nice amb , or that can damage used of <0 Its. or more Bud to .itbnaod gs"an"�win not lit Permitted. Tank than be of suReiem O1.3. taxed by wind load'of 85 m.p.b.with gull factor lar m sbi.ee Adequate torquing err the sun. the apace beMren the marne foundation sod the hot am of N, pol, Aa Pole than mS"SOL'S minimum Way factor of s 18 bane plate$ball be tilled wab a dry pack mortar grow Sod j p.a.i.on yield strength of weight bad and 2J3 p.s.i.for Duo wiled SoI smooth fmnh conforming an the mobur of Me wild pressure. A.t Ati: pole Due plan. 711.diet Wyk arm Yap yvpun'e a 5'9.nd,m hand u Dry prl m ro ores,grout bad matt of a 1 1 mature of maarvrN Dam tl a cancan,N ra,"A. The omer,ran.. PvrUaod cement sod fine nod with just enough roar so than N W arm aLa M,sly Mrtsamant b e7',Mee\oriaopW at mimure will natt ses"ber on being molded into a ball by v sin easy be tard had ram a I•dlamser aaipAre w uh a hard,and w not Qud,motetu,e weft an premed. A roe -.%is ,tm0\at I ichm an at the hinlss re-1riAM. ball inch drain bole sham be ken iv the bonum of the grout 7b Pik sad of She diet arm mine Yap N rMan,aeu,d, pad e-abovethe on e Standard detail. m be anP N the WA Pradnung•nuth join,with an,rm e,Awar 8211.304) Signal 'Ar\or San,: tg systivns A Sae fist mubm bean at ,e An Signal conduction abau be stranded copper and -bap adga Stnetth.Shag and du bare 600 roe iaulstioo and be of the Slav noted o. the SW~aeeral m as bwsr wd el tin than an that the bate play. Al muAicovdnebon used for he i al s dma M caPSW N Mani+s as yaw tiny dv!smug •. yatrm teal , rs N the atalt as ta yadd pay. The Mr Saap M conform b dirtbn 9129J and aWn be of the-ire noted no ►aridad wY har dim" r rw arks an epee She the tkal wring Schedule Sod wiring itI .ken rtnoded Ischn,Mks. No s,an ha ba Pnrided wta ash pW. when termjn.,d al Srermival Dbel Shopbare ant Adrher Data: erlmp mat mdeim- nexanterminN pm end. Fs r sarlor MA,Stl amad„t\en barmS ay con mAeetor,aed W Solid win waa\mS,aW M Awyasd wah e\haute. Arlo.Ie1n bap tessmated at a termiyl bbea ,Dap bare a, rpm and tort del rsNr�mn N aaey 9ad3w as i 9061i411 aoUerrd terminal corrector. An teynmala shall b iatatkd ...••... 71t star ask Staid Pe aha M ftaaatt of rySdq SM e,LLh I tool dnkoed for the installation N the come,type of basd\m marmt N tin Polo-tW m ta row Pay mmetor Sod crimping wish pans,girt arc.,vL:out The mntemyar'had won that an anchor hurts exoform be allo-vd. An wkaAg Wide the Matreaer cabinet sban be.an the Secommeaded ASfM SpecVutina of the polr trimmed Sad"bled grahei b cute a art,rdro appearing as"rm" and abau -sun and Submit w the City for bac"LlAWr. No-plating of any IMe Skew moducm,-ban approval Ill manufacturer data on pole hooding moment. be Permitow anlea eshewiae indicated on the pram. AD arb.r boa fabrication data,Seat,nul,sod any other data coeducbr rum ,bap is, mUwbed an appropriate Skal that ray be required b roofhm that Ne who,buy, meet ter siall board, wkb prmsur,type binding pa,. TLe 0.1, the, pecirc.ti s, a<ePtna$ball be the Splbn for detntm Imp.al'be nmroe liarSwsrt. junction Ma m She bops. Page SP 112 It"isron Date. April 26. 199J of 6-20 Dlunination,Traffic Signal Systerns,and Electrical 6-20 Rluniation,Tralfu Sisal Systm.s,and Electrical --- Tat C — A"maser tat,hsb be lade bermes se Imp 6-20.3(I4)A Signal Controllers eucuit aW goo-AN& The eawana .list pal of mteevsl All control nt stints„d control N.Mrsi nt Na0 be finery 50.,on., wigged Cady fit operation Field wart coil]be Loosed to pbetng If any of the vuta0anone hit to pas a0 tags. the bop nb ros,and pulp"coin and the mvKeung field coca"&to field m-tallanon of lad-u.bit Dull be repaired and nNsoad and terminal surfs, All controlkf abirtde Null be iesulln, on • Olen mated. "he..t sal pad The Contractor sba0 keep reeordt Of Geld testing and sM0 furoub the engineer with a copy Of tat naulu. 6-20.3(Id)C Induction loop VeAicle Defector,, Induction bop .hall tW conan -Idj as dW,, in Nc 6-20.3(14)E Signal Standards Contract and Use following Tnffi,signal su%dam. shed be Nnouhed none nutaked . 1. Loop Wirt-lull conform w Sutton 9 29.3. accordance with um method,and attend,noted in the contract 2. Lad in able dual conform to Section 9 19, and life following. # I. A dinner....aW onanurroes,wdl k field verified by '! the Engineer poor tin hboicnoeft 6aaYset- 2. The signal stndard component tivaiiiapon hall a Fach bop ,h.0 be the ce and ...be, of turn, conform to dana0.in the Plan. toCaated to the Puns. 3 DA,.r.w corn-cwn complete wth pole W bracket r 5 No bop installation will be done to piny waCer or cable sh.0 be usulled N u s snj when the ement u wet Y anal .H bin p` .uppnmg•lumustn iBawertO,wrw(ay.IFB.non e All taw tuts.ha0 be<leaaed with• ligh pressure ' weber and dried with 100 pi minimum air wiener Pressure. td We satisfaction of the E.&lOmr. if w� tsarfc is allowed Orer the sawaut prior w wife air is "N im-HAtiod,the sawtuts.hall be tinned again. wdi.a,en-Oedarwaes- 5 All Pok etautces epuieed for pot-rmutued signal Arad,, cabinets. .W,. pedav,-n ph bum aweaw}wKw-b-,.+re H assemblies,etc..Na0 b,field dolled -rem b W.S.to the aalvanued pok,urrac, no.k.g green 1 ] Wu.& so0 be installed mth a blunt-no,ed wooden field holding h.0 bt fepwed with approved ems re, 4d$c paint t All suck shed be removed from It wioms poor to T. Field welding well cad be calk. W 1 .mutton of rope IGnk.in wino&or fold.&b.c1 of 9 All unor..hall be factory.atalkd awn w.,rg will not It allowed 9. AL welding,hall be e..pkL d prior so S.Nanoung 9 Sowcul spurt N-0 conform to ASTM D 312 Top. 10 Foundations shall be contnwed to peavnee Ne pot tither sealants cosy be, and if approved by Nc .nenuton noted N in,plans. "3 Engtnar I The pot shed be plumbed slier, signs, And. are JIO Sealant alu0 be apPAW loch ti_,sir bubbles or foam installed all not be napped to the..,in 12 The span banween the bollom base plate and the top of 11. Split" ta loop return cable .hall be made with foundation Na0 be fi11W with grout, with a 318-tch soldered tomp,essio.lap eaamrtar,. plastic door tube 13 Anchor bolt sh.0 be mm0ed so that two full Heads 6.20.3(14)D Test for Induction Letups and Lead-in eaW-d above se top of Oa base pale Cable 14. The signal standard and its hbriftu ii shag All tau Na0 be perfornad by the Contractor in sc ro-form with a0 eon,eat Wenhingmo Sat Presence of the Engineer for arch bop Tht Wta Ns0 be Departeew of Transportation Sigel Standard pohfmed-,Ohm ampucr i_ Balton.Per comp: msinl auen of Specifications and curses. Pe.Vppcowtd play by w the Imp All co twasic aced ions testing Ia0, n,IW d in the WSDDT.a ra p ant contract of the respective bid arms I5. 1111taWtion of W nuts and boat,sap he parfoeened Test A—Then DC resuu.e bawee,the two Ind-to able wwYa Prelim aired nations. spar: red e• boa weer will be masund by.voh ohm mane, The eealatance shall wree"b" Ilan of pipe wrschen w slam took not steal 5 ohms whkb ao damage the gal.nahatba of the nab and Ten B — A mmgohm meter seat at 5001o14 DC shall bm bolo will nee be permitted, food-between the lead..cable chick and grouedto& prior to Tools -hall be e a suffcka, nine and mrmgs in connection to gmynd.g The re.nure, @hall pall 0, scrod KAKYe\d,..w w,q.iag of tee(null... 30 en,gohm, ➢ago SP:13 Revision Date April 26. 1943 t r JI 7 r 620 111nmimliop,TMr SW W sysnnac,and Electrical r 9-20 Oltunimtion,Tn11ic Signal r Sysnnta,and Eltxtrital SWW vndarda chaU not be eregrE on -- louarqnona until loundauom lure mnc,ae auurd 80 eq a kut la day,and harc _- PGRHIt p( tOtgn Sn mgN. G9-20-5(IS) Croat .. _ Grow sluU conform b Nc requuemenU of 5''ton M . 'dOJ Gmut After the Pak is plumbed the Space bgweeay the t j "a0 be !filled r11h • d the babas of the pole hue pLLtr ry park mortar grout tmrkd to a dlaarnehewF Plate Drfiny coo/ormiry to the eanbur of the pole base 'W O4rU lot wunmg eonduu contauun` both aigml and Plate Ihy pact mortar grout th&ll comut of•IJ mketure of di All ujl aluU be included ui the 0, Portland cell.,and fue land wyh jut enough Maur to that agnal Syeo m. prima for the r the mature ,QJ crick toggher on All cope for vutaUut hand and trip Prot nude keydi molded into a ba0 by P yur ` bone SOPOIA tg both moisture wbco So preau d. A one dlnmwtwn and aigea'wiring shag be Jude, m bar inch drain bole the mntnq bolehall be left u the bottom of the nCtl/car U.at"a y,,,m pad AS'bourn on the Standard detall trout p The nay pticm for the' Yam& Mud bebr Shall be full t 9-20A hleu ll lca"abor, PODass fer b, ion iog and wwWg each yeas a d for A, uranenl maurub, took, equipment and , and or incidental for the fuU lad mmplge wUWlloa"per K'hen shown u lump rum N Nc PLLm or to the pmpoul a the Convict plam,detail tit per W"'O a"O' 'Yemen , aafhc ai Sea and thm<eprcifutnas k gna; duplry and detaUpn y. 'tr and BackfiU... .•Pride by..........derp, U"of or ens P Stg l control aytum na a pu Wnr W. um o!mnturarter,t will• ly, Pecdb aum total of all PP Ow mmmO:mem w 11 be!or the TDe ri0n matraa prc<(or OI'Trta4 An aaekNl' serru for&mmplea Syeum to be fumuhed and Linear foe:shall M!zeta com per i meLLUrd haze' and eth Pent"t"m for ncarstiag,loading. Conduit of the et',eue d spcaing u!the tease aaterUb, for kmd and dumaer apec:i ad in rite Schedule d.kf'Woh lad completing backNl # M Mien"ill M nweured by the Wear fast for thc anwl nut demyy and for the restoration o/the auurial m eprtifiM late knph to Place, unlmt the conduit u condition or as shore trmek m in pre istms j dlumtnuw.. sy,um, tncludeJ p AS dirrclyd by the Signal eytum. or other type of electnr�l Emu.eer an i mrn"'Pace Pryh the t w SyMem lump rum bid imm deead ehm, Pam•sPec,Gutmm led Mcaturemnt for unit price lull, hall he as described to g' section 1 20.5 or as dari!ed w the roovacl uh 'Select Trench Eackl Ul,•per too.M-SrJgn Trench rr lal edule of gackfUl'Shall comet of srB'miam crushed laAariu p q aod'or Spa Pneebm. by Coupe end the unh per too price Shall loci g ' M'S atsocuud utlr all 8-20.5 ding furnishing&and wWnpo the Pa)tnenl matmul and badtog,hauling and do hymen' rill be road, for lath Of Nc following bid ium, materiah. pmi°g f run 0 Nst ate.I dJ ta the t, -Foundation Py' 6. T •Per each 1 .111 umuuuon Sy' • ium tam. 1R ..Juaeaoc hen,•Pee each . = 'TraRe S",tj P the lane p,r nth pr¢e for (Sl'houodalion' and lump Sum Dmweieo-Spum (6)'Junrtioo goo' &hall be full mmOmutuo for full and 0- complete wtaWtloa Per the plant, spalflntiom and delaU The lump - Sbent bcludmg enr" earb Item b • robbed concrete men mnvaw prize (ot•Nomuuor. 5 Sum Wd rbib shall_ .and'TnfUc S1gmI gwpkydny�eamyaTSySum y included u the Sehedu be wle o(� u�, rau pay yew e ' M1ken Pro- Concrete Pad Nm shing W labor. maurub. tmU, h•U be(uU pay for 7. 'Concrete Pad,•per sgt,art lord. for tM cnmtnecpon of the mmplgc elcotrical s q.iPment nepaury Mmu� eat for (TI'Conrree Rd' SW be h "Moog syetemr. Or both, ee shown N the Plain artd herein Square yard of lar(ace area eacatsed y the InWtire of and om Spnc,6ed uteludwg taprgion,back(dbng.rortcrae(nuMaticra, nrbsM coed,hall be foil ism jr�Iion be ar .-. mrdue.wutn d ftepion mmlrucUon g•�o S`A'dA n dMoyed or damaged du,,, la"MU"i'n m pealatlan for!can and eompine talraging eaiamg materula, mid for malort hJA 4 aCwadw does And decasl S,A, agutad eau AU add'tmnl mP riab and labor, . shn n to fool.•.......•Srhalula ab Cerdab•P.V.C.•per hanr du Pane Or called for herein and Prhich art rrquucd to romplge S. Sehedu4 p - Nc tlgenca7.yawn.ahan be etcludW m the lump Sum<ontnn fact, ......• eaadYY�P•V.C.,•per haft, -. Pnu The any amvaq Price le,enad tha uk n InrJuO, sU cwadne, coupliaga, edala, t eart, Mad,, rcducarc, bet: TI+'om,nrwens each, cmlamh�'and any other malarial, labor m e0uipment .. 7 Anmmpku the lanaWtioo of the noodue. Pagr-SP-III _ Rerlaaa Dau:Aprt1 26, 1993 i t /-21 Pemununl Ssnmng 8-1. Pcemu.nt Stnman /9amaremel.bell be by Ron,foe from and of aond.k to 26.'Emergenty s'ehklr preemption deeetor,'per rill. and of models as eveuured from the top or grade Wive We 21.'Optiove discriminator card;per nth. middle or We verb Roe Wad adding a vertical mearurtmrut 21.'Deumer amplifier.'par ouch. r. I she rod of curb module rue equal to We deign depth or 29.'SYM light four kit,'per nth. the vetch, No payment.hall be made foe additional residue 30.'11sealetrlau posts butmn with ya.'per each. used lot We cuvtricbr due W borimvtal or yertiesel weaving 31.'PdestAxn push bum.pall per such. * of We random within We trnab line. R.'Pedesnun signal pok.Type 1,10-fail,'pry curb. t- 10.-Start Light Standard.......;per cash. 33.-Relocate existing.......pok,-per such. 11........."a...Lumuaire and lamp,'per inch. The unit per such price for *relocate fisting ....pole' 11,'.......wan...Lummure and lamp will)PlotoeM per rbe' be full eampemmio. for remodng We Perk face its -r ease. existing foundation, removing and sahali.g or ceiosWRog 13........AWG._.topper pave;Per loner face existing equipment,plugging bob as required and benching 14.'Seryie cabiaa,'per cash. We pole o. W new foundation and aUR Include W labor, ' 71he un1 per each price for(161'Ser ice cabinet'shall be mob, materials, equipment and any tube run semeary full cumpmsation for furnishing and installing We cub- K aod'or incidental to compute We Installations and make We and for rum, standoffs and any tuber materils, boor or electrical equipment opmstinnal at In aewdanre with We tau associated with prveiding electrical service us required plans,rpacification,and dead sires. by the Hernial ulilhy, We msweet plain details led 34.'Reareve misting_.....Puu.datme,'per each. sperificatum odd you included m separate par items m the The unit per such price for'Reactive existing foundatioo' monad schedule of pries. still be r,u compensation for full sod mmp4Y remove)and t�^+ l!..........Sigoal bead......;per curb. hauling and disposal of We foundnlbo. } It.•.......Signal hand mounting hardware;per lump so., R•21 Permanent Signing 2Te lump yeah price for OW....Signal had canes erg -- tirdwarr" ati, be full xampemanion for supplying and Insta Uing all vafry or pedestrian signal bad mounting 121.3 Construction Requfeenents hardware k conformance with We plans,specifications and decal sheen, 11.'Pole amend terminal box.._'x...'......and 1-2 VAcr Sinn Removal Plans mouatinp hardware;per sixth. Vfiert shown u me Puns or orderd by R¢Engineer.me - ,:-x existing aWa and. if w mdlcatW. We sW atructurta alWl be 18."be shin bop return cable,"pea Later runt. , 19.-3 C sold preemplioa c pea•Recur fret. remrved by ou ram t Conler WTert usdxaud. tie Conineor 20.'....pair rbld interconnect cable;per bear fool, shall remo,c concreu pauul, to a minimum of 12 Inches tic -� 21.'Trafrc signal eyotroller and ubioe"per nth. below finished grade and backf1i the holy to the mualaaiun of 22,'Trafro signal wire.-per lump sum. or Engineer Villiers the canting sign post is located wNun a I 'Signal standard,Type...,with...•foe must arm,' sidewalk ecru,We Connector shall remove W d finish e post annish the Per each. am so as make the sidewalk mntn aur uous Wood a.wood 26.'Iodation loop vrbkk driveler.'per Boer feat. ego posts,and woo.;nructum sh.0 become We property of the I The unit Recur foot contract price for (UNisduaioo ' Ibop vthick deerwe'sbell be measured by We borer fees of City Meal mgna..1 full depth sawcut required for installation. The unit price sign pasta. and naval structural membea shall terrsun the y shall he full compensate. fo- full Wad complete imuWtioa profenr of We Sonic and aNU 6e stockpiled.u specifiedbr tyre including pave, snlavt sod all other labor, materials, inch Engmser, at the locator, designated b the Special provaions 1 Wad equipment required Y complete We musilL.W. in The Centracwr shall duastsmblc all sips and remo,e We .c,.rds.te with We place, specifratbm Wad detail sbyai,. wMbesna.TN u,rn MU be duuaembled in such a mamsr u ° The unit price shall sbe mclude providing cod im'atiag w kave them In s rem.ble corWawn Whet oedertd by m, 1 conduit sorb .ts sod vedera sp4m,splices to loop more Ergmrer, the eight and wndhams ahaU he buWW end cables unless""raw pay hems arc included in We contract strapped to paUW ar they ran be handled by s forked .haul,of price for War other hams Saweuning shall M considered incidental m We bop Installation whether or not /-IlWher Sinn Is the there ls a separate pay ben in We contract for sawrueing. Where indicated tlla la Wi Ram, We Contractor still Me suremml for a standard 6'x 6'Induction lop shv!1 M 21 furoiW and Install mesh l sign inumWtW equipment.bra Sign bear feet. Sawmaiiij for loop 'Home rum" sbeU be done Wummation equipmeal atiU Include flamer, brackets. curb ., to somiml. We total bear fees of "Wetting mnduit,electrical trice.and older meanie req trys a make required b, ahem of proper beating of bop Mum 'Stub- W< sign lighting equipment opt able. ilea romnctor shall oil•,by direct muting of'be.,rum-and by combining up iplKe;at theleec carat conduction and make approved power as as Y 6 pain or loop wire In a single'buyer me'uwcuL I.unp a acted at We tea s iueCou tax or ocher maturity tr pore he and 'Home Run" brow Wall be apptpvd by We Eagmaer nand u We Plana. to m d satutt.r ry O demomtrWu h ad before s.wcuU4 take puce. Engineer We complete add or ssAcbq opmtbd of such sad 24.......-Splice keno per eaeh, stymy lighting faatu.e oua for sign illumination. Page-SP-115 Revision Date April 26. 1993 A _^....._.. 7 8-22 h9loggRt Muting 9-22 Pavement Marking roadway with orb .Y travel, the kill edK nnpe m the &215(I01A Sign Lightin`LtmiMircs direction or travel•hall be YELLOW. Sign Lighting Iumid{r, shell meal the requirrmma of Dotted Extension Stripe Sacwo?-18,IC A BROKEN LINE. 4imh" wide used to guile 21e sign Lighting luminalre shall be supported by a vehub through an undercharge of krlenectron Tha broken Lighting bracket numbly as detailed I. the Standard Plan. pwm will be based on a 6.f0o4 psMm ennsutind of The hmioain shril be served by 514 Loch rigid strel conduh. 2-foot 4se and•♦foot gap.Doped ert"aion an+pa th 13 ba Ile maximum borbouul spacing of sign Lighting the sense rob,u the line k is eztonil F lumaaire faro,, shall be 16 fear 0 inches. End 'pacing of the sunnier(usurer so the edge of the sign about'be one hate Ger"AadPeAppeeecb Stripe A of the .pacing between adjacent features. Sparing beewe<a A SOLID WHITE Wx.8Inch"wide,uaed+t-f-wwey adjacenl More•shall be uniform. a drune<u If two, or more .loin] spurred signs sre in the acme vim Imo bons bough Wwa, for traffic islands, and In, ...Lanai plane oa a atrueture. k shall be permissible w sent lush meets 11se:. , the sign, as one unit In order m esnblish miform Mure ,mglsM4ip4serepaw- r,- spacing and Light keels. f IBumiuted signs 16 for 0 inches or less in width shall VOe St^p bane one future,and those wider than 16 free 0 inches 'ball A BROKEN WHnE Wee. 4 inch" wiit,. used to , h... Lew at .ore fawrer I. aerordanee wish .be above dei ncau edJncent tam tnv<Ihng in the acme dv♦suer The criteria or as shown in the Pines. broken of-'kip-plum ghat be hued on a-604se"fmt L An isolation switch sball be provided in the line side unit,con."g of s likes Haor We and.-3A/eet Ie-foot moduMn, mounted over the shoulder to de-energue All gap luminsbn for miaWtroaace poetics". The switch shall be Deep Lane Suipe(Skip App,orrh Line) single pole, single bow, or double-pole, single throw as A BROKEN WHIM bnc, Smchn wide, used a oeressan to open all conductors to th. ..iniz aires other than deWnu a We that end an.Bw,rtI 7Te broken of nartral and ground eondueeon. The switch thall main 600 -,I p-pnsm aMU ba based on a 241WInet unit consisting "It termini'vrip, rn the load side with olderkss box lug+ of a 93 foot We and a ISi4 fox gap as required plus four spare lugs per 'trip. The switch earlesure shall be rated NEMA 5 or hater. No.pen Sh P, Conduction hetwear the junction Doe or ether worse of power and the ago luminsue •hill be code sized and the Insulation thall be coos,linked psulyethyleae type USE ' 8-22 Pavement Marking d. 8-22.1 Description At a,bk 6. So This wrk .hall consist of furrashmg and instWmg eepnrs.ed-lr y _ p.,..nr nurkug,upon the road.,urwr<m acconlsnm with the Plan.Sundeni Pans,uW bee Spear .♦ors,at scowl mow-an J..1 ep shown in the Courses or as duactid by the Engine h•ew.t marking,are defied a,follow. A SOLID . TwoOLI her Stripe _ A S YELLOW' has auwhu wide, with Skip Carter Stripe BROKEN YELLOW We, 4 inches wide, sepnted t, A BROKEN YELLOW We 4 inches wide.The broken a.mch space. The broken or 'skip'pattern shall be basal ,. or -,kip' poem .hall ba based on. a Is et 24-foot unit on.Kett Weed um,oces",of a44(em Miss W< con.utina of e-604eet 94set Lite and.-99 k t 15daat gap and.d04eN Iifons apce The solid Wee•hall be m.ullal Skip cerise strip a used u cmwr line dcbnsevon on two to the ntht of the broken line in the dunsuaron of on«I - Ime o,tint We,two way highway, Barrier Strip Double Yellow Curter Stripe A SOLID YELLOW Dee, It inch"wtpernwesm,uw Tvo SOLID YELLOW ha", each 4 inches wide. Yet4.nmiet sepnted by a a-unwh_,w_bwM' apace Double ,Bow Cress-an,Stripe center strip ki used u crew,Wee delineation on..burn.. wo way highways and W to,cMnn,Wu.n A SOLID HrM boost I ktctw wide And IMM bag walled to m parallel satherm"ew+B trnp-wwgv-e Fdge Strip A 50'_ID We,4 inches wide,used on the edges of the r,rwtwM And panBel to the dh reion of traffu fbw and traveled wag Edge I.T.atoll be WHrIE neap that on Page-S10416 Revision Date April 26. 1991 _- J 832 Postment Marking 3-22 Paremmt Marking "meresl U paid sea None lines sod the eeeUe a<Yee. flinch-wide We which will be We but. for magauramom of Ste detail$btat.. yuld. Stop Bar The.cond application of the pain shall be applwJ u a rate A SOLID µTifiE kru,�i 12, Ill or 2s in<ha wile of fart more than 120.quare feaa per gouges (approxirnsuly 15 mila wet tlticknraa) Thu rate a efrecuv.Iy 15 g w.of punt •sins as noted Wow grew as the Canoga plate per mile of SOLID a-mch-wide We,which will be the buss of Tnfra Arcow rrwaunmmt of yield. .. WhrrE narking 000fortr & b dread, in or 11-22.30) Beading . Contre,l All paint making. and all ba extruded plank marking, �-' Tnfrc 6aanLegand chap be top dressed wµb heads.TM app6cabon rate nFb--Is g !r A WHITE ma•k.S rani , at go &h a RIM, on pined markings shall be 74 pound. of bus per ,Wren of pine The bead apph.wn y w..hall provide.uniform bud �. - using alpl abainl dUoibuUon over the entire sure.of the making.Ban&slut he kae s appbed b ha extruded pWtu mmerul while in the aertU:u uW sea,e on the madw.y.Beads shell be applied b pain narkingr 9 .I 5 0 6,by k ffie .11,a the umc Umc Nc paten u applied to the roadw+y. !■ bgs.5ee matraet plans and da.il shaan. 8-22.3(5) Tolerrures for Line Stripe Handicapped Parking Stall Symbol Allowable blerane.fear amps art u Wlo. A NNI'rE making eonformmg to deed, m the langth of Strip: The iongitudiru,aneumuWive error Conte..;. whin - III inn. 24roa length of slur strip atoll Out PrefereaWl tact S)mbnl .coed plus or minus 1 loch . .... Width of Stripe: The wmh of stripe shall not vary A N13ITE making anfonnmg b dame m the more than plus or minus 114 meh. C.ra"' Lane Width: The lane width,which u defined as the - Railroad ironing Symbol Went wWu from the ne r of pavement to the center or the lane We or between the genre of sucoawt lens, Lna, ra Nl1leE hers m conforming b dmulla in og $halt not var) from the widths shown in the Contract b) .' Contract The keen stcluded th she nibpod earning more than plus or mmu.a inch. symbol shall conform b the FHN'A pubGution Stendard Film Thkknas: A 61m ed fowa spas, n: A1PMbet for Higbwq Sign. led Rvement Makings for exceeding 10 preen wJl h.1bwed br rhickress tr yKiJ p.vponwn s post o"boats,. C)ek Detector Symbol A WHITE mskmg oonforro.g to druil> s ore 8-22.3(6) IrBWlatlan bnetrwooru CJnenQ 1..ugu wn m,ouuone for puree markmg, shad' be pmvtded for bout the Contnaor ud the Enrnocr All maerul, Drainage hUrkog shall be installed accordmg b the muukrwrer'a t A µTirTE marking consimng of. a-sch by 12 inch recomtnend.u.n$ $:nr of pknic p.vernent markmq materel placed at the aMk-it"..+r+l.e 1'a+rekl.uawAs yTray.Me IOC.UOn of.coos.<uben. 1 foot OuUWe the p.vement edge Sree.'d.re strap, wth the 12-meth length panbel to the brSutidutal N'here shown ore the plant or directed by the Fdgoetr, M.of the P.P.. the Contractor $ha0 r.,, all old or conDictiug strips, lion, butmu, or aurken as rtpuu,ed w complete the r:. -22.313) king Application ehanoeUration of the prolat as sbowo on the plans or dread Two appbraUons of paint will be requved W completren sU sbett,. This work shall be coalderel IncldcoW to other posts amp mariWe..The time period bvr e n pint.ppL.w., contract psv iems and no further compmaton shall be will van depending on the type of p.vement u follow. made unless a s.pc..e Pay item or helm are pro,ided for Paeeaeat Type Time Period such rrmoe.L aimmiaa..Suf..Tneu.m a tor. cues..a hre m.. E:2.0 hbeasuranmt Arthan Comne hv.tnnt a het resin.304).m.. C.O..Comte hv.m.a a het war,30 days eke. Slur u:nter amp, slap agent stripe wit ao-pea. .trw, double ytOrw anur emir.ad.;e wipe,dosed ertenr>n strtrr. µTee pint ss appbed on anerlme on Iwo-w.y road,wth Unc strip drop We .,rap, double spa.p stripe. revembl, bnummou. .urface treatment, the sarond pmt apphauon shall Ion,strip and swo way left turn strip will Fe maaured by thc t be ppled.the opp..de dtnctmn as the rues appbc.,.O War futl u 'Pamt Smi+e' or 'Plow Snip' The r The fus,.ppb,atmn o(p.,rN0 he.ppbw I.rate of not mrsa"'Oent ell 1st based on vre-eng.0-4suggsor'sof ..d-." ,sea Nan IN 'us a feet p,Sewn(.Ppro.wly 10 cod.wet marks, rynam np.bie of sun.hu cea applieaaon of thou 'Mes.) Thu me t1 ef(o uvely 10 g.Wm per code of SOLID 41nch lux,u,th tun a-.,h apace. NO deduaian will be tuck Pa8r-SP-117 Revision Date: April 26. 1993 r � er x -r* 4 I 942 &tyanimrm A1a:rriLLS f-02 Rittmiayu5 Materials far wpsmnd.rea wMn the mrrkmg includes a skip We such a 16 •Panted Prelsonom!lanc Symbol Typc_'.per .k,p ante, stripe. skip enter Grip. tnth no-pa anpe. Is" cach rtripe, rr.nible ine stripe, or two way left tun stripe No IT •Plaec Prekrentul L.Symbol Type per anion trill le Wowed when more than one line an be intatled esch - on..Wgk pa.such a skip miter stripe with rw-pas stripe. 19. 'AmtM RsJmad Crossing Symbol',per neh double y,W- ante, ,traps, double mnpa. stripe, reversible 19 Vismc Railroad Croa.Wg Symbol'.per each ! We atnpe,or twa-wty led tam stripe 20 'Fatted Cycle Da for Symbol',ort ach GortApproaeh strips, Lanier snipe,emttw.Ik stripe.and V 'PWtrc Drainage Marking',per ach step bar will be masured by the War foot of ach marking 22 'Remove P.i.t Line sass;wale;ps IWer soot.• rag 23.•Remo,,PWtk Lice......•Wide;pet tier foes Traffic arrow will be..,ai by the unit with each earn. 2d.-Re mu,,siring trelfk msrkiags.'per lump sum` , h0.d defined u•ureic,. •The Briar foot contrM price for 21 •R rsove Point nr..s Line' and 22. 'Remote Plan We" sued the Iump sum stash, contrary prior for 23, •Rove ,dating traffic marking,- T..%e bmnsleged:, handicapped parking Sufi symbol,, shut be full compensation for removal of exnring vsfrs preferatnl lane rymbnh, railro.j fretting symbol., dnvrge markiyf as pet the pins,specifications and deveJ,beett. If marking.,and eyfk desele,symbtl, wdl be ass sureE by the that psi sews do not app., I. the confront schedule or unit takes,then the removal of old or mollkelng trarrc marking, Slwss recent for paWUpWtic stripe We removed shall required so compkee the ehsnneliation of the pmjert as i be by the liner fact of'sass'wide line or shall be included W sbcl.a oa the pins or dessJ skMs shall be considered the lump sum price for'removr toasting treffc makings.- IteldaUl to ether sees W the estne3 sad no further amprnntioo,hall be made 1 8.22.5 Paymml The unit contract pries for the above listed bid hems shall be fun par for furnishing FL labor,tools,material,sad P.yment win be made for nch of the fauowing bid hem, equipment aemsary, for the completion of the work as that are u,f Wccl in Ns proposal speified. 1. -Pant Strips-,per Warr It 2. 'Pk,bc Stripe',per lunar foot The unit rentncr prtoes for the above based ba,Items shill - - w� I 3 'P..Wd 6ewApproach Stripe-,per War foot fail py for PorwhWg all labor. tool. m.tensl. and _ S Panted Be",strip",per linos foot equipment receiver,for the completion,stye wrote a specified . • 6 •PWW Beim.,Stripe',per altar foot T 'P.mted Crottwlk Stripe',per lines,loot i 0 'Pies¢Cmaw.Ik Stripe',per War foot .. j 9 -Mmvd Stop B.".per Wnr Anon Division 9 I t0 •PWoc slop mar per liner foot Materials I 'Painted Tnf6c Mow',per ach 11 1_` 'Pine Tnffm Mow-,pre mach 1 I 13 'Psmted Tra@c hsmeLngend•,per such la. 'PWtic Traffic Saaategeod',per catch 9-02 Bituminous Materials D 'Pointed N.,d,apprd Parking SUR Symbol-.per ach 942.1 Asphalt hiaterul,General 9-02.1(4) Pa"Asphalt e, WSDOT Ten Vaodn Grady .. Caormiwidra Method AR4000W AR-2000W T..on R..iave fore MC P.maaunt Val Absolute Vacate,st IQ F.q,,.. 103 1 500() 150 11`w y gli.mnk"s Wry n 215 F eSi.,me 202 225 2m .?9 fYWmwe is T,P 100r15 r.euo 201 40 50 -.. Far of QyaY rar.aoa n TrF toe 2 u .� Daa W.y in 15 F it;W.., ere.aura 2U 10 20 }. T.ce tSr ra"A,pMh FLtlPo,u(CM-6vil tall••CLP, F aura 2M all tit Page-SP-118 RervUlan Da4'. April 26, 1993 40 9-03 Aggregates - 943 Aggregate W.W.mr as Techloroaarkm.arw 2te wo "C ITFO may be mcd but RTFC-MU bt the refeme method t t TOrsgoul pewustian at well sa penetrwon roes RTFC by will be dnemwed by W SD0T Tut Method 201 g 9 os.u6) ifI.e�l).goer erect 9-03 Aggregates 31 Uokss spvified ahassue ie the rnetrael or pvmhsed by &' the Eagiovr upon request from the motracwq loop Mhos j shall be hot-melt, rubberised asphalt sealan' ICnIm Loop 9.03.1 Aggregates for Portland Cement Corse ele Detector Sealant or approved equal), sball meet the penevatbn, (br and resiliew, sladfr:IWw of AM$ 11340T and shall be WuBed wvh an approved appacator in 943.1(1)E Cortereae Strength: State Provided Mis 2 rm moforename.ih manufacturer's recommendations. Designs ys9 The contractor shall request and obuw approval from T the Engineer for the type of bop Instant so he wed Were Wul0ng deeeme bops and oball submit auaufactury Cuuheets or aFv data if renuntrd by the F.egineer inorder usenable the Engineer w determ ae the necepsabiby of the aalam. All bop truism sbill colt be iwulled L.thorough)) clean and dry pavement and shall be apptird b conformance as so t and and a fin with the methods required as to temperature and mean or app0c&ti a such as a eampktel3 fill the sawew area, encapsulate the bop etrey and adhere to the wement. i Cly 9.02.2 sampling Cane aµregate wurosa for me in Ssaprovided mom The asphalt supplier shall sample each bad or other bt design, slash be qu&Wwd heard on thew rekUve atreogth that is shipped for we on work under the predictions of the compared W olocrote gglgates from SttilaCwm, Department of TnaspnraUeo. The Iampk shall consist or Mashngton (W'SDOT ph designation P.S. SI). Conver one quart Itwo or more quarts for emula(DM uphdt),When shall be made from sae proposed mane aggrgeae,graded to -'..j d'vvU) frog the maarel during or afar Iwdwg. Proper)) w nply with the requ'vemrots of these Specirutio s, and labeled. and retained for a minimum of sea mom,M. When eomLbrd with the propjp&osed for usepro With the of eeanst and the requested by the Engineer,any or III of these samples shall fee aggregate proposed for we tebit the mare ts3000 and be roe tI shippedw the alateriala Laborowry. P.O. Bus For aggregates designs, s,conquacrete for note t t eidrd thus Jays and 167,,Olympia.Ubingwo 98S0o,cr 1633 So. Second Aee.. a0ys e l design,, oper percent of strength at the age ed la days cM11 Tum•ater,Washington 98302, pat be Inc than 90 percent of that developed by dncrnr mmm an from the name cement and wsahrd uad and from r m rroil S to shall Aggregates from the test wuroe and fmm topketap"he W. R.. .ble do age IN le Se raised shill he of the came yadion and the concrete shall ' co mired b the came proportions and w the came mmslateocy. For Sate provided cWs 5000 the requ'urd dMe irt, 1 1 minimum shall be 95 percent of the eooeraV strength 1 mmparel to the Steilaonmm aaaregste. For pnrW nd reams docrete pavemeat a minimum or 90 percent based w Mural strength shall be required. Meal quart umpk cons shah be cylindrical or The increase of cement mm[ot or the we of reactor rerung.Jr in shape with a 1J14 sorts bok rod a screw up. admhctures will not bt permined for the purpose of quaidybg Caw wild smaller bob, friction cars paint no, and glass ae aggregate wuroe. jar path ant be avepted. Class pohethykoe or similar 1 pWsk warewd,e containers will be required for taulairird 9-03.g Aggregates for Asphalt Corsvete upbah. Identification labeh(Form 34"28)for the asphalt nay 9-03.8(2) Test RequirettenC will be supplied by the Department or Transperutiun. Aggregate for sapMh Canoes=st.W men the fa0ow118 can 1 rcquur rents Page•SP-119 Revuum Date Apnl 26. 1993 J } f03 Attrgatw 9-01 AByrgates j �lw3 of MpMX C.M. IqudemenU Mwd N Soon 9-03.11(1) snd @MCI A ■ D E F G Apprormte fnuum cod wW equivalent roquuemcou u WUd a Fn.wre.a wph 1 1 S 1 a 1 Semoo 9-03.S(2) sr E....Ir nG.. u 1 _ u u m f-03.!(6) Pnportiom of XtatwiRis S The ma.crML of Wueh uphah comrar u corrM.e• .MU be of such run. Sndwp alld quuuues eh.t, who^ 17y Mcrrt tga�nm<m rn..4aK or btmnd Y.ee pror r Toned Md miRod wSou c,. Ney Min; produce .v 11 tl Pn<r of M. ucb.1 W U.S.N0. IOW graded minus w hul the rnqu.'m1aY Mled N the-able which left,if la r.<Ietrw cone uan 1 p.n<a of ma m.l rnpk. follow 1'fY bwan.eau. ...n.t area 01.bcmred f t.m The l crowupq or rUngs, I.w completed dry 71 psn.a of rw.Uad m rrch kern.ia U.S No, 10 W and Ncludn mineral filler when usm If Mt site.rash a ilu.1 Less of dl 1.1 anpk. 59 .arA. Graff lluv, 7. rhstr-'if<Iu.rirrrrrrKIp Fa Is f.v.Sr CV A .11 (L D tar E c1 F 471r D 17Y h-W egaenrmb art a I.M M flamaa0 fww ~�1 �7 w A to.ea N a v am A--. M tm _. ... 1•apr. - _ _ WIN r.Ir r..0 r awl is•s,U.S. NI. ■w1 wte,Y wr�... raahr we In.rmtrtwt NlYYW rwple. Iw'aart Iw m - - I- _. wile fraease n1.dr�wr en a IY sw h�mrad Ire im ... 0.60 _ _. w W paeewt I!Me w.0,ml ree1111d w Wh sere Yee I.S.No. I Nn I►Iw tl10 im tl10 tl.. th4 1q'gare MA. 13.r0 P- .. ... M" 11 and are,r WI Me naYw fort YY 7■rrwt If 14 lalal Iw•.14 sera ss;1 -- tl6: a->r tlu arpY. V s N.s - _. tlw llf .. _. Mite arl<ILI u NiN p.w3uta0 W auapikd fa us on ..3 N. le utl 31+4 - iLw 1030 >fA e pti(w teyn.� w fp reubn soVe:4 Ne btWn eM ranE L'1 N.40 ILL t1-H - IOD - II11 qurvWa M.'rem.eu loll WI) .1 i< um. of Kn'kpJaj Mwen DS N. you 3.1,1.1 50e0 301.0 3.G10 201i SO;U e mru�ial u used ba.am.pk MK Mr ear b«h uW r.prt...A" ante,W nquineenu hr e.wr,end end q..r.uwa 0.11 w,1,K For upMX conerae CW. A. B. E, F. alld G produced Y Iiw of u im .of w M told fed ar M1 nnw,plea. min[myciad a.Pb m.teruL and placed m.me othet than ID. prtperu.of aw,"1." to•prtlmumrr cot Yryn for r.pMh eesrtw l.11 M KNh Na.Men h talirod rMin i<Lmu 0w Morin[mum of Or tA3eled I.rw, thegndltron for Ne r ImL u Sstum 940 60) Indm., u. IA. lebonu, vied Ne U.S.No "0 a rrvued.1 lollrw Y.amud gnY of aWtuh.mime.rah 0.fallorag rr value.tan M produaw Maximum elw of MPW Came Mmiry _ U.S Ne 200 • ■ D [ I G au.arKw var l.Y. pr 13 33 35 )1 10■60a Rw3ti"MK.-I 101 Clrraw Sae hla In in Iw w IN 61%701 RuaIN M.siul 9 01 Ir..m.111 vra 3+.3 i+! iw.5 14.5 1+.3 RYiY11r.r ti Ir r_ ti t. I.. atd..lpw Fir, r ll submit t a Rgeet ,W. Deno Nr fooU.cwr Ihdl 1nhmE w u< Euilar'r repromuJrt. 9-03.8(31C Gndation-Recyded Asphalt Pamnent mmple,of the nrl9t3 rUre■IteI w be coed abag with ur ■Dd MiwW A`(regate gndaue dau .ho Aing mckpp- avwogw and variation of the Margate produced Moog whb propmed combining ntim A.pluh mmm<pWmp or old ophJt mncme U.Lh,m ul and arerele [radalim of me mmpkud mu. The initial the produ0boo of upMh comrae.MX be lid prior w coterie[ wphah moteot IMk he detained b3 the Engineer from the the rr11111 w dul I uniform and thorou[h;1' Ini.W uph.R pirgnta and dau Drovided, conrre<e a producd W.the miser.1f Nert i evideme of the old - uph.h mncre t not brwkuli dcv+ :fin[ the hmtug anal mwng of Ne ,pMR.come,the E,jk nay elov to modify } Nr m.umum .w coUrNp th. miser No mnD.muulon ley P, It C IN bf - dci le,o.rowerIits w..L be aD] w Nu old W.0 contra[ Is 0 11aX used e 7M Sm",for Nr I aggrepre Wed m Ne produerOO p . of Ur upMh conereer 84.11 be thr mpomibi t) of Ihr CmtU .r, end when mmhmed wiN recvckt m.terul. the combwod maWrul .Mll men tbe Sndonon spcc&.'oa re 11;uircomnk for tie sp.:fi d Cl.. ACP u tuUd m 1e...be.mr' ' or W. _. Soon 9-03 316) aN3-0 iYM/A or u shown m Ne Sp.,.] govrlm.. Ile new api pate sh.0 men t t peen: Padr-SP-I10 - Ftevi5i00 Date. April 16, 1993 z: y .3 .� ..! i 9-0] Atpgbtta 9OJ Agrsplea f" be Sp aM kI 'y I i.gw� iMFw+y t' R f wwewe f w 2 ,ftI11Mt bYM}�'Ir� .f�M 043.21 Rwvcled btstmibl 9-03.210) Ralsimed Ghm(Mixed Wan,C") Additive to AUM*tm Rwlauoed gins mp be blodd wish the f wWft: , Me-fr+.-.w.r•wbes.tur. Datum 9 o &'ba0.n f-W�111 6 GnWN biJ.fal Stuf.rmd yet Cwrw Obl.Fal Ass,se w for Grsr.l bow O p3.10 'µ'r' I'• Gn..l bwAffd fw Fasid.6sm.Cis,A Oil,ldalA GMT i hskm rw rymdatwm.CL b Gr.rd its k a roe watt OQ.umb "t'� venal BarA101 fw rye awdi.d W.ual ri+Wr' �.dpv.(ueelo. G-ld OO.i.u01 —!'s'-�`. y+r...btesrtw.faesate. f.,Smod D si. 9d1.13 A .fyr, i4 Sw Dfor S..d Dr.i.r ll-au Sled boade N..b� OJd,u(11 Aowdvvn�rt.�o-.,.e rAs ct..w evt,v., w.0 beddmd Mstrewl for IGpd Pw �'�5F9.ts0 badduy Wtori.l for FIwr21e P, W.Id F'ved.deu NUR W CWt A W S O43.11 llet►- q d ►otmd.rw.Matnial Csw C w'll Alwww/ pw.monN•.�.Si�e-p�RAy bs i It-GnN for Trvowb lwNm 943 ., ! Aggregates mstsioiM ral.imd {loss sbaD mdorm m the requi•emmgt or that Spir"tioss for acb b® (sud 4HOt1-RWaeT�w.f .bore. euep tot We lye Ugela We requkemeot for R"Lut, Shouldes Rall.st, ®d Cmbd Stu•{wisg Raw ouae b.ailed. No sg,%,W sb"eostais s tbao la ro p a.% percent bl . No sm.: Nu 10 pest ( tee . be sts (.l eeesioed oc u rdividual sieve I/d bwl W bnee sb.,r be guts,bastd opo..bull esamioagbo asd W*bt. ' Aggregates motaistsg blase sbab tent be uwd wthi 1 fool of fiohbed grade codes me tmvdsd Isou M a rusdwsv. Rw�run.. Mjwuw�ty P.erSP I'] Revtuoe Nat Apnl 26, 1993 s .r 9-00 Joint and Crack'cling Isateriab 9-05 Drainage S1ru-tures,Culverts, —__-- — and Conduits _ 116 Steil spiry rib storm&ewer pipe&hall be manufactured 9-04 Joint and Crack Sealing &'tall,mated(al.mmired nc g.1,mis e)corrugated steel sad Impared in conformance ereh Sa m". A. Ty,.Au. hiserrials made{,and metal&hall be m aboven in the Ram or in the Specifications. Far spiral rib scorns severe-pipe,brutal rib.shall project 900.10 Crack Sealing-Rubberized Asphalt oureardly from the intends pipe wall and shell W fabricated h.bbetuod asphalt for crack aming asphalt mncrese from a single "low of materiel. The rib, shall he pavavml aba0 conform . AASHTO M 175 IASThl D 11901 aatiall7 reeanguar sod rball be 3/0 inch plus Mo does and he,, .COC Ruth Po., (AASHTO T 49) of 400 F the w&0 thloksesw Rt) plus or sum- 1/1 1 rb (mo,ured - minvnum AASHTO M 173(ASTM D 1190) is madtfied a Outride m ouuide) sod a minimum of 0.9J inch kith deice the bond Tut roquormau. AASHTO T10 is rtwetftal to (..need m the minimum rartial distance from the ouuide E' 1 mquue careful agesuon of the rubberized mphah umple dung of pipe all immediately adjacent to the bekseam r uk'froer mount a p'rvmt local ov.tltaurg. Fed 553-160 a the top surface of rib). The maemum spacing of the ribs T ,hall be 11 75 inch&renter to canter(mmurad coral m the direction of the ribs). The radio of heed of the metal at the- 9-05 Drainage Structures, Culverts, create,of the rib, Shelf be a mialmum of 0.10 inch ace a and Conduits men mum of 0.17 inch, if the sister bra ,m adjacent rib does not contain a ecksam, a Wffaer sbell be included mjdw.y between rids, hawing I nomimi radius of 0.21 moth 9-0 le 5.0 Steel Cuert Pipe and Pipe Arch sod a mist...bright of 0.20 inch toward the ouuide of the pipe. Pipe ,bell be fabricated .ay, e& the, can be Seel culvert ptpt and pipe Inch shall meet the requteemrnu eRecd.C,joinlee w.itb mupLmg hands. of AASHTO M 36,Type I end Type it Wtlded.east slum.um 1;bet rmulred,apud rib or meow phrh,piral r pipe owircl Wum.ucd) comhated nocl p,pr and ,,, arch x:th shall W bituminous :rated or paved. The bituminous S mML,red tot.` applied u,id, end out fcW.S weld.g u tretmml for spiral rib pipe .hall mnforar no the .ccepa' sad shall be uphah treatment emoted requirements M Sections 9-05.4(5)cad 045.414i 9-0.e.9 Start$ ire)Rib Slot.Sewer Pi Fo- arrow pitch spiral rib sneer pipe,the belie--1 rib, p Pipe &hall pmjm ouh.arcily from the smooth pipe wall aid eha0 be 0abricaed from a,logle thklaeu of material. The rihs shall he JS inch — IR inch +etde (mmured outside to 4 outside) and a minimum of 75 lacy,high (mass as the e.rbe af's„6aawn„r minimum vdistance4al distance of rib,shall be 4.90 aches center The manufacturer of spiral nb acres, ,ewer pipe shad a cent,-immured normal to the ditwtm.of the Hirst The fumuh the Engineer a Mmn facwnr's C<ni0uu of Cornplivne radio of bead or the metal a the counters,$r the rib,shall be Muir Nat the reaurwl. fumu cal comply .ell .pats xnm O.tM25 inch who as allowable ake-aocr of—10 percent. the. Spat,ktuton, The Engineer may rrqulrt addetend 5-05.90) Continuous Lock Sum Pipe Mfo-rruwn or WU u. be performed by the Contnaor at no P In 1.1h led , ..item.to the sad )lamt otherwise apa,fied..psn1 rah Mnn newer prpe mall be fumuMd moth ptpr end.c.perpertdteula.the longdWMI Ixu of dta pipe Ppe and.&ball he cut evenly Spiral nb pipe A.0 be fit".W mth,r by use0 a oonunuous hcLW lock mom Rees fabricated wed why,continuous helical,ram ..4l a or a Wntn..hebul weIdatl.can parall.Lng tht rib the rib ms7 be m for fall circle pipe. TLe luck a,tam small he formed in the ,h b I rid hall eform _ - 6nM T Sedum 7.5.1 thntugh 7.S-3 J of of AA.Sl'TOb ca m a M 56. pr"ee.em.mM7ka4vim.44rer fit, ".1m .1n'a For narrow phcb spiral rib storm sewer pipe, me cep * � fit hv wieth specifud r serves 7.5.1:hall be 114 Loch. - } For use in applications without bituminous trratmmt,the vmt—,vus Im.mutt be qualified by tau tooduct d by the Headquarters bletaelab Labomat . -. 9-05.5(1)A Basis for Acceptance � a 7M menu for acceptance,e- acceptance, at0 be Igcah can,le ca , b A. OonducW by the Headquarters %limn& Laboratory, for each .. nanuaaurer of .aural nb lock ..am Mel ptpe Only thow ae rre+e9w^ew's"r specific pia sum sad Stake,m.urtW, if my..+proved under the q.Lfu..n het wdl he areepseci Page-SP-122 R.vuroo Date April 26, 1995 I( J A- �� yA '_ ;tie 1..•�,, � :.:� i� ' i 1 W w 945 Drainage Structtues,C •ts,gnd Conduits 9-05 Drainage Strutturea,CWnrti. - and Conduits Conw... Inca oath.pipe shall be templed aid toad u a« we wM AASHTO T 249. .Owd a . 11"SYaw/a- 3-11, v Real par,1611,pipe shall be 945.12111 PVC Sewer Pipe F1stm: Iei� 1. CPEP - Smooth haunter pipe and finings sbell be Aluminum spiral rib storm sewer PIP- sass" be maoufacrured fruen ►ig m n h dsit7 polyethylene rain maufr corrugated o. tured of rugated alumiou cad haspertea it wbich aIOU anew or send the requirements of T7pe anoformaacx wub Session 945.5. lase alu ry, eu . and 111,Caw nil 4 w S. Grade P33 or P34,Cuss C per metal shall be as An.In the puns Or W the specifotiont ASTbI 01.+i. la addition,the pipe shall comply with all The aunufartures of spiral rib saorsa tesrer Pipe shall material A0L nWfa •requie euxtu of AASHT0 1,1294, furntsb b Me Eogin.a icon(cote of tompluoce tatmg that the metertals furnished anmply In W rerperN with the•, 9-05.14 ABS",anprmite Sewer Pipe Specifications, The Eogin. tatty require additional )information or lair to be performed by the Contractor,at au As*marmle"•1 nab arp.ase o the Sure. isacsapewNwsrpaalmss Uelas otherwise specified, splra, rib Nu. • sx er pipe A86.e mall be furnished with pipe ands rut Pypmdcuur b the AAiHT6-bfd6L bogibdinal cab of the pipe. Pipe ands shall be cut <+toly. Spiral rib pipe sb." he fabricated by mmg a eoetwoow br(cal luck seam t.,,�a sans gasket For spiral rib storm sewer pipe,helical rib shelf project oun.ardly from the smumh pipe wall led shall be fabricated from a Swgk thckeas of meurial. The ribs shall be 314 loch asrta+-H wide by 3.4 inch deep with a aomual Spacing of?'M inches . PRw+ee't*•'o^s�rtM willo canter to center. Pipe nbal be libriraled wash and'that can be by be ellointad with coupling ban&. For.arrow pawls spiral rib norm sever pipe,helical ribs sh,U projert outwte,dy Loco the tm.oth pits,woll and shall asweamwed- be fabrvaud from a single thickness of mterial. The rib ABS Ctempmite pipe n'all oa Mused shall be O-375 inch ± 118 inch wide Immured outside to outside)and a minimum spacing of rib that]be 4.90 inches 945.17 Aluminum Spiral Rib Storm Sewer Pipe center to canter (measured normal b the direction of the Al. �yM ribs). The radiu,or Mod of the metal at the cortexes of the _ A The ribs shelf be 0.0625 inch wash as albw.bk tckraoce of±10 percent. veal. fieausvwe For wide pitch spiral rib storm seine pipe, becal rib aw.ywvae-Pgr,Wn that] projmt outwardly from the smooth pipe wall and shall M fabricated from a single thickness of material. The rib shaU be 3r4 Loch ± jig inch wide (measured outside an he Will- ouuidei and a aswimum of 0.95 k ed sch high Immur at the is minimum senkd duuoce from the outride o/pipe waU b by erwbe iwr surface of the rib). The mum um aWiAa of rib shut' be 11.75 inches closer to canter (mmured normal to the I. P' dtra[ho of the rib`. The ndlw of bend of the moral at tM tame. of the rib sbaU be 0.0625 Inch wash a. allowable bkra.ce of±10 percent. 1 9-05 17(1) Continuous Lock Sellers Pipe walilM Now.ti ft. i t * S Pips y be usedated wash continuous Pi e.tactical tanm Parallel Il b m+!-i[ .ensue the fib may M used for full limit pipe. The hall team sWo '. bra M formed u the firs betwean rib and a4U sonloam b at Section 13.2.1 through 13.2,5 of AASHTO M 1%. eaaaF For narrow pitch spiral rib Norm tower pipe,the teem top width npnifwd I. Secdoo 13.2.1 t'ul be 114 lack. Tao P.ge-SP ... . ....... .... ,. ,not J J �4 1N.�1 1y y`M1. - -'kie #aWI"ca c e fK so.tlatnf Sled and gtalBHd R9RleiW 9-06 Swcttanl Sled knd Related RLtaeiLLe lalretituow bck Ream must be quslifled b3 tau .ducted by r .(� We NeadVwrters ALte+ub lAbonurlbleeftel 9-06 Structural Steel and Related 11.0 "Ou'kit, ins ate Materials } fd6.f Rolm t L'tlfuli+hed Bolin Unfuubed bob(ordmary nuchine tonal aMU conform In 1 We arecifa d - iremenu of ASTM A 30'Grade A Or B � } Nub rhall en ASTM A 561 Grade A requirasenu. } 4' 9l"ben,unlm. ...be specified,shaU meet ASTM F Id$ spalfutions. � r T, , - — 9•ibp t The Ceelrador $hall submit a ALeuforturer's T.a — y .paq..p..r900ab. . Cavfute of Compli0ue for We bolts, auu, and wubm F — MaweHW Saw r"wwOO h�. prior u Insulf ng any of tbro B — N..M-BMrB+.a.r it.rr 9-0b.F(:) S'ntarlivnt.dB.Me Nuu for htgb ineyeh bona AMU men the 'oUowmg requuemrnu r L.fire 1,tAe+'arael AASMTO M Ina bM lark.W.w Tyr aAmto MM Gait c.A Dn t 7.Qb.f(1) High Strength BOB AA@ID M»I Graar In Htgh srength krona for rt unl.xl lodna WaU conform yn—abwti Tyr AAa811)14101 Gnar n3 Dw In In,raqu.ru of AASHTO M IN or M:53 Tyre 1.2.or 3,and the following addiwul requirtmenu AASHTO M 233 Bab m.a Tyr l.al &,� M391 Gana Da AACITTOMMGrW la so Tyr ead a. Taatilr Ssraagtb FIR,Max. AASIfTO M 1M ya awaN.a Tyr 1 AABIU M at GrW DHr III brk.1 itA. bra. 129,W w 15 ` yr.-.-g�.a,+N7rew,aA3 Adslae-Maw-e.arFw 117brka �irH 114 back.act. Iw.6A P. 31 But, 41 'F MMRBMaAibaAr AASHT01M393 Rarai7PawaF9 Asd1R6Maolin.-Bn1 Idii b. 1111 letk.bud. U0.900P 33 bbrelwm"";IF Aeabl�BMac w'w ' Bey-9ym Ad aAe-1. AASHTO M 2910nda DH and DM3 ahLU $tau M•I •muumum Roobven baNrwa of MR,24. a.d grs�yW�aef�b NO:9np.;ri is a-1A�w+W.r�w! F16.9BBaw M3 iA way -Fal9-.4ai' $3and , Rob confemung to AASHTO M Id that are gah11JtkW in Nuu that are W be galvanized$hall be upped oven ud aaurdance r1h AASHTO M 23'.hall be sum for We minimum required fa proper aresebty. nL amount of emblakment after phanvauon Tin for rebrrWement that'be eeetap shall be such that the am wW emmbk freet7 0o Wr at acaoNuue wM ASTM F 606,Sermon 7. Rob tonlolmn"to bon In In. eaatd erafti a sued Aa meal We mah""I AASHTO M 233 aMn not be phnutmd AASH7 M 253 Doha requlraaaru of AASHTO M 291 (ASTM A SU) and We aMU be p..W wN too onau of ritrc rkh paint, formulr reatbnal upeelty, may ba'tin. The ortrupping ,.. A 9 73.eonsming of a mutunum dry film Wictrtms of I alb per nquirseeu of AASHTO M 291 Section 7.0 shall be rou amsiderd auulmum nMa. _ Unpaimed and eotpNittuxd bona aMU runfomn In ASHTO M 391*a shall be N�ud u a�u®met 0 AASHTO M IN W M 253 Tyre 3 N+r-.ul---hsra+aa/ W pp ur3 rec, Poge-SP-1$4 Revision Date. April 26, 199' WOW a �I 9-86 Structural Sled and Related Mtaterials 9-06 Structures]Steel seed Related r — --- Matnials DoeummWbs abt include the acme,mMod of appaicasoa, 10,001 toSS.000 If sad dilution of the lubricant applied to the suls. 55,001 asd orr 24 Washer,for AASHTO M IN Type 1 sad 5 hob;sod M easN ' 255 Type 1.2, Aid 5 hob abell axe the req.:lremens of Mean f AASHTO M 295(AMI F 4561. The surface coodkan and f me smothering clsnemiseka of the wuhen shall be the ume as lri91-ssd34.09 Is for the bob bdagTows specified. 410i rM,699 b< Duet Teauba Iadkaton ghat annform a the i5:9a-ma.... p requirements of ATM F 959 aid sty be wed with either •aswf«rnr'm anifwu efC liaace-AASIITO M 160 Or 253 hob. Meet ,ensmn Indicatorsomp massive as:'Oh f shall be galvanized by me►aniu! it"". a stored.... 'If Dohs an golvarwal, .-. taus samyk else by with AASHTO M 2"glass 35. Had dip galvanising will On, 1.5 amw the able value for the number of hob befog be albwd. *amp"N When apacifid.ASTM A 354 Grd,BD bob mmy he wed 1Nuu,ramhen,and bad indicator devwem shut be umpld provided they most the eaquuements as a01 forth m Section 9 of m the serve,(mqueMy u the Mir ' ..1 AASHTO M 253 Th.Dolls slut not be plvanirad Nuts for C the ASTM A 554 bob shot conform w AASHTO M 201 Gnde All toting of bull-, nos, unthen. and bad adiuung +� DH .,it rasher, chat conform w AASHTO M 295 wth ,he devim shall be perfumed on apaur. as they vre ru be additional hardnm requlrmenu as apmroc al Ove ktsutod —! I At hole. nut. and direct toneon mdicaen that he All armpit, that uclude •MmnufaMurtr', CW&ere of uarld sod identified as required in the pertinent CompWnc, for tech tot of Was peovided as defied ia sperifkatioo.w.wpiel Section 1-06.2. Lock-pin sod collar Counters rbkh meet the materials, 9-06.5(4) Anchor Bolts manufacturing, and chemical composition requir mens or Anchor bolls shall met the eequkanam of ASTM A 449 AASIITO M 164 IASTM A 3251 or AASIITO M 253 iASTSI GaN.,im!anchor hole that he saved for embnuemen, after r. A f901, sad wbkb mho the mechanical pmwnv SJvanvauen in accordance vvv h ASTM A Itl.Ff06-6srYewi requirements of the ume fpnifcatloo is f,U site tens, ..it For gassaired anchor boluBshrrsde-mFmtYaaadsd.small a .. which have a body diameter and hearing area under lock. kngth Of less than file ume, the nomuu: dumaerr, the Wks pie head and coWr ect les$than thue provided by a bob and shot the Wind for embrelement is sea"we with ASIM F out of the .at nomiss!sat may be wed. 71,Coasactor 606 Section 7, that mubmu a detailed installation peocdun to the Engineer � } for appmvsl. Approval W we a lock-pin and mar fuueen Nuts for anchor bolo shot conform On AASHTO M rill be give.by the E.tiom prior to we on theme types of 291,Gnde DH or AASHTO M 292 Grade 2H Wtahen for =1 Loam. anchor hole that ma-t the tcquummenu of AASHT'D M 291 c ` ;, The Contractor shot provide Maoufanum',Ce r m,, the bolo Wall he Wtd ly We man.fiMurr u,auoNancr Of Complaace for all bob, sus, ruben, and had r,N the rqutrmrns of the Panama' specification and at adlcarun. The Manufacturer's CeW ate of Comphscrt spe'ifed is these Speeifratnw. Anchor oohs, sou. and I last include certified mill b, report, and test reports --ben shot be inspectd prior te shipping to the pmjm performed on the Rsuhd boa coafamag that all or the site. The Caosactor $hat submit a the Engineer for materials provided mace the requirements of the applicable appro.sl a Manufortwer's Certificate or compliance for be AASIITO or ASTM specification. The documentation $hat machcr sob.nos.and rasben,as drfmd to Smtio.1-063. also include the come And Address of the rot laboratory,the If the Engineer deem, it opproVride, for Camtrector *hat due of tmta6,the tot identification of the bob sod aus,asd provide a temple of the Anchor Wk, at,, aid ember for ma MA thkkaes for galvanized bob and nuts. Shipping satins MT 1 eniaaen Loom kids)$hat be marked rkh We M idatrifcatioo !. Boat ,hot be tampkd pew, On uscorporung into 9ssreas1° — a a4ucwn For We purposes of zelow Og temple,a tot of bolls 11 Is .. ,hot)M the quantity of Mohr of true um.:nominal dumaer,and isx^ei'963-ism_ bolmov—,ima, room mane nomwl kegLh m a oon,tgnmmt all.ppd to uh,proycct.,in The mmunum number of sampan hum nrh tot shall he a, tea" fouors All sob, sus, tad ember Wst be marked tad identified u re;.ird in the penamt,peifcs,ai. tee Wv, S.ik ik.13 AL anchor bob, eau, ,uberm and aaehor patca (or 0 is S0 sisal tole.seem Light pole.,sale pob or other ,ypm of y{ 51 ra 150 Wks'boll mho the rrommendd spelfk w atio of the pok A I510 1Joe 6 mAoufarture. The Conhxwr shall be responsible for .0 IAM w Is." 10 providus, in the F.&j m, a,, sod W eta ooianiog fabrkatk.,'amgth tea, mules, mticertification and the Pagr-SP 125 Re.'tson Date 4pnl 26. 19113 J tF YI* 1 947 Reinforcing Sted 9-07 Reinfordtg Sted dab required on, martens that the anchor hone med tame 1 The Wt of swat mnfomuts ban awnDYble for macmg speifaauom. aMII todod,AS M A 706. The folbwia6 standard speeir"Llom A&H sppk are 2. The Connor shall fumuX a western aerufwauon Ns awbor Doha for suet Light,signal wad strata poi.pmeided properly dem6b the raKrMl, the number of rack that the Cotbarter tan submit documentation from the batch of maong aulerud used, quanmy repreaenod, manufacturer affbmiag that anchor bolt mMiag these date of aanulacturs, none and Wdeess of specifications an recommended for the Foie b be Petalled manufacturer.end a mmana-n that tat suppLa westing themes: material meet he requuemenu of AASHTO M 29ed 1. The ss aterd smhw btu far dtmosese abet hot geha 3. The Contractor, shall supple b the Engmat dW be A:YcM Y Imeth sae aW nr the nass�mY a repmuzousuve brople of sight ounces of the wows AMWL N 457M A 36 M AM A XF. Tb malt d On matter bsh maaNl from bch hatch The wept ahaJ ba s1W M• man the Y abet erllh•ben fargws four Yctt •L•need b the beam and and .mYYon or m pchaga m en wtghr wmutcr and i0.mofta by Ychns of dwcm brat we W ma sat. batch number 2. The otter bomb its sybt pass and anal.palm bat some A Pror w costing the ban,the Cetnrsetor shall suMr to W specifications, as desipated as be apm,W be Engineer for min. the owaung mauru. ' mmaf-runw a pat glans wade, mpglsanW plan, or manufaaumf'6 mwmmeMmlon on the proper are wed apdkuotas po,ided by the manufacturer. appb.u.n rcquirtmetu of tat cuaong mtteNl �. All anchor bolts, nub and wanhen shall mat the pule 5 A brt6cau tat strong hest W ban have been costa b manufacture's specifications and shay be hen dipped acwmdance wth the cotong nburral menufattur:r't gal,aabed asks,such gal,naiaation is not permitted for the moommmclawns teat these Specification. shall be type or neei at per Secdoo".5141. fumuha wth nth shipment This anireawn that ..: .."... 946.5(5) Bolts,flub,and Washers SpeciAutinN uKlac for each bar sire the prtewt vempentum,curt The folso i &referenced specifcatinm are applicable as mnu lhechrKse chat,. holidays detected. and teat modlfKd It,bee standard speeiraniom: results Two wpka of LKne certifications shall be fumuha b tat Fsgbbr u. a 5 The Conunebr atoll give wanes out. to the �. f..._ _ Apybdr AAnn o St�,6aw AST5+5pvosuw. Fsgu ce,of the otwcmg scheduse in be coating plant so e tbbsmel ache eel that State intpm n may be provsded The Ergmbr neaemeaea. AWGeer A,a may aspect tbe wend bars a the towns Plant for y mrnetew sec Mlb Tree 1.2.s Aw Typ t,s •Ppm••. fnaaN MM Ty"1.aJ A M T,,1,IJ 7 The pekhbg material. wmpnubk wlh the waung mabNl and men an coarse,a1W1 be supplied to the laws' purcwe, l 1 nwmse, I For ro cens"crt ay.W steel reutforcur ben , are, A,sa Gar an D ) •po I ' a..,pe awe art uses m tat by mat of bridge dabs only, Ne mawnor amount of dtnuge m the westing shall net A"sOe aoa. A sb rye't'3 ceome!0 J ahem of the turfau area of bch bar 5Ke lanaw laws M nl cease C.M. A W 0rete c.W 9. The minimum thiehass of ep my coring sbaR be 7 ' MY 0.Mb n'm mils. el Mm Gear 311 A crwrlb IW AI ample sMU ba shipped b the Wuhmgwn State t wer.er.bean 111190 rate Department of Trsnspuruwn, Materith labonotr. , lateens n.M T mwater,Washington 9/5M wrest.A . Ur ad rat 9-07.5 Dowd Bus(For Cement Conereb Pa•eenent) r awene� wlIMAIIt Pass Dowel have nMU be phin most ban of the dunm,irn, e t ,hown in the Standard flan They ahW owform to kkSHTO M mew Tara ■fat 133 and tM0 be coated is accordance wbh AASHTO M 284 Yuan ew..e.oa JI A 1n 9.07.6 Tie Bars(For Cornet Concrete PaTamm•) Maeeelan„ aM elan Is TK ton shelf mnhem to ilea rquumtmY of ilea StandsN Speetficabons for Mformed Billet—Seal Ban 'o• Concrec 9-07 Reinforcing Steel Reutfcoeena t,AASHTO M 31,Grade 60 and sbau be mated Y—eordsnce with AASHTO M 3B4 .nr form of the deforimd be,th.11 IK subject b appro.al 9-07.3 Epoxy-Coated Steel Reinroming Bar .r.,,r Engmar - T. have shall M free from rust loos mill able. d;n. _ Eaaye &W resume thell be vented acwmml to AASHTO arb•e. or other defect .ffawg U. srmgb or Fend wth be M:64 unh the aWu rwl folbwng ma,ficawr, concreY Page-SP-II6 Revutoe Dab. Apn136. 1993 d 'a 9-10 Piling 9-16 Fence and Guardrail ".2 GradeRequiranents 9.16 Fence and Guardrail 9-16.1 Chain Link Fence and Gun i As 3. 9.16 All U no General Fin 2 IL 96111, masrhl wed to the conatrucmn of chin link!area:N pxApaplNTi?WWPA- gala eluU be new. tro s or rest maeeial shall be plvawed undus apusfud olherwve WperfeiUy gahvar"- material or SPA- muertal upon which Anus abeubn,of amivaruwjt occur will 1.We Tabulated workhg Summ Chan on Page$39. our be rcceptable mode, the tritium fur Sign posts, MTd, Puts, Sited Ferree The base reutteriAl for the manufacture of and pipes used for - _ Puts mad Mailbox Pasts,Wester,Cedar Is changed m red posts, onus, top ends, and gam b'antm &AU eonform m use y western gyd Cedar. The various wrking stress !guru eaqulrements or ASTM F 101kyrier-F]6 The base matrry for the required for Western Red Cedar is the fire mluma are manufnaun of ascl H columw shut map the reomnments of revised to read a follows: ASTM A 306. Roll-fortewd posts. braces, and nih shall be msie from s•sa' too 75 415 750 1.000,000 shin .lul and shall conform wsN the de asis u shown on she Plans or Suindard Phm.The maseri.l for cod,come,,and pull a 16- US y5 a3 10.c0 1,000.000 posts .hats hive A minimum Yield pesngnh of 35.(M par. The 6'.6',e•.8' minimum yield stmnpi for Ahertute A roll-formed brae puss 8'sl0- 1100 70 a15 925 1,000,000 that be 40.000 per mind for Ahemste B rots-fomud tyit posts 45,000 psi.Top nil And bracts w be use wKh Ahereu c A or B 105C 70 us PS 1,000,000 line post dull conform m the muumum yield strength as C. required for either post mp"tively Unless oNerwise mood is the Plans or is the Special All pots.braces,top red,.And gam feanscs ahLU be Watt S Provhuas.at!mbar and lumber s6aU M traded as sbowo in plvsnhed They slash love a m'vumum avenge of 1 8 ounces the Tabulated Working Stress Chart acept As fouous: rani ooating per square toot of murface Are wish me individual > The grade requirements for Sigo Puts, Mike Posts, lest being below 1.6 ouncesLine costkg per Square foot of e Awed Fence Posts,and MLilhos Puts are sopplemeo,ed with surf.,.area In she as of manta,nude from rea is the fuw a re pip.,th.alln 'ag_ defined she total A Art— and outside A wimple for c, For single post applications,the g.ads for water. Red compuWg the svermge weighl of coaWg As defirmd as. I' ,oh Cedar a".a"h ap.oded m allow No.2 or Mtn piue or from eeh end of the g.1,romed member Fxangs shut For single poor applications,the grade for %e van Red be galvani od in accordance wth the rtquimnens of ASTM F Cedar{'%6'h apaoded to Clow No.2 or batter, 626 Other mamruh 3MU be galvanized un aaordence wIN the j requirements of ASTM A 153 ii 9-10 Filing 9.16.1R7 Posts All Posts for chain link fence.haU be of the shape.tits,And 9-M5 Steel Piling weight per four he.to the Standard Plan. RoU formed sod, miner,And pull post dull be mad,hum 0 INS-arch mLlnlmum Thr oalcnal for.mel pibng pile bps,and pile spUes.hall thickness W -L have anal And shall Lire integral funning Ixps - conform.r Pm requirements of the Spat6csuum for Susiownl m wnnmt to the fAhnc for die /uI length of A. post Stu: AASHTO M 193, encept the MWIAI for stew, pipe Rot m-fore.; W u host: 0 e po. sh.0 be made .1101v i u,ch piling.lips,soil split"shall oeform us the requ6emmts of minimum thkkims ehreir-era. sail for Type 3 and Type{ - '1 ASTM A 252,grade 2 All sliced piling may be accepted by Ne fenr"And shall be made from 0.1204mb ewimum thickness Ergmt r based on dw Manufsmrer, CerufwAuon of there ssel for Type I and Type 6 fames [omptsnce Steel pipe piUag kb A diameter larger than 18 An.ccepsnce tolerance for pow for chin Link fence tvU inch.shall be straight seem welded pipe. atom devarion from the wsight per Wear foa upecihed H the Standard Pat.. Thu wineance AhaU be AppbW on an i dtvdwl s post but.And that be plus or minus S portent for tubular and H-Sewan pus And plus or minus 6 percent for roll foam sections Masriah that exomd the weight per foot or wU I lh-luren,pe,ifursuoo may be aocepred,providing they do no, 1 mmrfeit wth nhe proper cunstruamn of N,fence 1 Page-SP 127 Resuwn Daw Apnl 26, 1993 )f 1 1 __ J t 9.21 Ruud Pa•mmt Marken(RPSI) 9-21 Raiud Payment Marken(RPM) 9.16.1(7) Chain Link Fence Fabric 9-16.3 Beam Gltartlrai! ' •.wain lots fabric tMD acntLt of 11 pre wire(0.120-inch do.,) for Typea 3, A. and 6 fella and 9 pp wire (0 146 inch dtameut)for Type 1 fenU The fabric wire may be 9.16.30) Rail Element am of the lollow%ns masrus provided that Orly am type shall The Wbeam red ekment, backup plow, all srtmnsl , be selavd for tea in any one contnn woun,sMU ma.t of 12 Base aucl forrrrod men a bum rot tear v I Gelvaa ea swel,.ve conform..&on ASTht A 691A-M than 12 what wde and 3 utcha deep Thrk beam rail 4 1 Galy wins ah U be Class 1 perforated by the hotdip damm4. .."p phw. nod Fromm. the trwdion soot out%ha!I contlat of 10 pte peel formed into a , Aluminum mated anal win canfermins to ASTM A e91 ban rot In.dun 20 wha We and 3 mcbu deep. benign F jClass B alumutum wire confontting m 6061 T94 aWy- sent.rul otabom shall comist of 10 pp pail. iiro-swFaiwwawa 4� The.shall be woven fnu appro& tauly 2-u.h dumond mesh The w and top and bottom finish of the Ubnc atoll be +ey6e^- —The phyuul pnpersd of the u shown in the Plant stet shall conform to AASIITO M 190.0t. loll, s-+tstim+n+ T" ea9auamwtr 9,16.2 Win Fence and Gates plu.Meww?Me. W The red apkat ch have•minimum rot•' row 0 vvdt 9-16.2(2) SIaI Fence Posts and Braces of 60,00o poundh a sere pint ;A I The 6imh eMnml nW " s ,. a ah„a *A be w, conformance with AASRTO M 193 .1 In -Isua eta) V •: complete before 8a6anirvts A I pmu for cbaio hot fen„shall be of the shape. site. The holes in the plate shag be r►eaw m R •w ettswn and w.%ht per fad sbowm in the Standard Plan. Roll- and to permb eepmm.and mrttraWw, T e 091a s.•• n formed and. corner, and pull post %ball be made from %MII ba n0ed or munded so they wt0 creteam ve Asap earn 0.13e5-loch minimum thickoms short steel and shall have µTen Me rad u on a curve,the pWa or Wh. -411 rot• integral fastening bops to commit to the fabric for the full comet thmughout the area of apka tMvn Lk n,„v It t. length of each pent. R.B.fa,.,d U., post shall be mad, curvature u In.than 130 fen the red ,,0 b• SNOW 0 the from 0.110-inch minimum thick.., then steel for Tap, 3 shop and Type a (men and %hall be made from 0.124imh minimum tbkkoeat sheet%sel for Type 1 end Type 6 feaa. 9-16,3(6) Hwclnare , L., posts may he clbaml+ T, U, Y. or other sppmved Boils,unless otherwise.p ,fted.A.L[amply Crab ASTM shape,manufsuured sokly for use u fence posu One type of A307 Grade A opal"tiow. Nub shag comply with AMI We post aM0 be used throughout the project.Line po%u shall c A 563 Grade A spaiftration.-b,..6,4� studded atoned,or properly adapted for.,aching nth t win or m ill , meth.s manor that w not damage N i e 8alvay fl of post W'. ashenM-09.unto wu ap en AST.oNcre c Aad shall mht F wtn. or meth during the fastening Love posts %hall have 8N specifications I mmunum uvct811 of 1.13 pound,per hoar loot and shil ba , ,,,M-uerrT! w The Contnetoc had submit e irmvided u,nn •upend steel anchor plate cached seoorely maeufacturnb certificate of compMoce rot the bolt, nut, , hout6 a mmmtum. wetsht of 0 67 pounds and having a au,f.rc and vauhm prior an iaudins my of the hardwar,. art Of 20 square.,het plu,or min.%2 quart inche, End, comer. gat. and pull pm%b shall mat the 9-21 Raised Pavement Markers mquucmcnu spectfied for hoe pow.exmpe that the pout%hall have a minanum weight of 3 1 pound%pt I nur fmt and anc /pp1ahor eaaa NI) plat,and spec.)studs,alms.or adaptors for the sachm,m of wine v U Out he required Bra. shall have a mwmutn weight of 3.1 pounds per 9.21.2 Raised Pa•mml Matters Type 7 Wear fact AB post,brans.anchor platy,and hardware me covered 9-21.2(1) Physical Properties by ASTM F 626 sM0 be plvmund th mcordame who the The markm thall be rot It.than 4.0 ktcho nor room than requuemens of ASTM A 123.or A 153. 5 0 vnhu m width,and not coon thm 0.73"imh in height A mknnce of min.,5 percent on the weight of individual The oars, surface of the morkor honing%hall be .mood, posu,braces,or anchor plates will ba permitted exeep for the purpose of tdenufiuwa ■ The base of the marker, shall ba mbaunn.u, feu fr." 1'� - glou or substamn that may maloa M bond to adhm,, ` Page-SP-128 Rnvimn Date. April 26, 1993 �F J k I e e ¢/rv:4 tV itn 'f 1 ^ 1 9-13 Concrete Curi.Ig Materials and hr 1, 9.23 Concrete Curing Materi h and Admixtures Admixtures 1/:tASITf C 3091 Tepe I w s,CWe A w!,MW Wm u 9-23 Concrete Curing Materials and Tau Mod eh $14 ebu beep �Ke kb wsnoT Admixtures 1.5 gnms maeimum fw bridge decal,ed 2.S grams s ,,J=U W for a0 otbv.ppl"Wr r 9�2J.1 chat Materials for Curing Concrete Fxb Wt of liquid membuoe-fOMj" [wing wmpouod Sh.st mncrub for eurNg wncreu sha11 meet Ne cha0 be umpled at We project rite ud tested fa w l%itawe. mquvcments of AASHTO M 111. Short Materuh for CurNS Liquid membnoe-forming curing winpouad sha0 aol be Concrete,carp Net aNl tNulc rtllecave Me rNll be OWWwM in W<aWence of utisfMor)tmt reuW. 9-23.2 Liquid Mmbrttru-Forming Cpnrlete Curing Compounds Liquid mrmbnne-forming mmpouods for [urinR eon[ret sbe0 confurm w We rNu4em,cu or AASIITO Rt 9-kb1 C�uhAerF!'KC�K-Cr^d' M iypN irpeH �1pNH MgaYr NmrT�Gib mebelriRradsb bM.Hpi6d.. hM:•IiP6W. bbraedpGeb. YMnebIgKlererf#irwmW Aq¢ hwMmPo- C hb3 p�.m. .r, (eta 6 0 CMwtmrFpMteei isf) #>}6 265-P gSYb MwwMie��H-19t �.a d536 i 14 7 3 t� }g S4 k� — yet yet m � - � _ i9dA aSp9 S' g1dOw F S i f - R tAreeMeat- a" �s . . 3 a �—� Page-SP-129 Re"swn Due Apnl 26, 1991 R 1 —� MaiaWS rend Fabrication 9"38 5RniK materials and f•28 SiBtdK Fabnotion Mw� ill a5-ee oef ram. &a -wit�eu.' fiY� tSJ."" a.e'h'eee M.M.iM hs.eebf MwkK FAti6rne "d per Nuue foot of mueeul M<uurmrmu sh.11 be mridu Or 9-23.8 VACM .Sntltrd .,err,,with ASTM E 610 -•Aaein-Ba5< 9e.-WWW Ntiu Yi pp. Av 02. 0.5• 02. 05' 02' O5e 1 En, Au 4• 10 30 two s02 so 2.10 t+3 50' 300 130 a00 290 220 130 RW Dim G. , lb. Ary 0:' 0.3• 0.I• 05- 02 05' Fur Ara o '. f41.9 Fly Ash �• M s 75 < I 4.5 Jp• 60 30 1? ce 35 AI M cab.baU Writer.m the rNuireeoU of AA51110 M SP5 CWs C or F with optluOJ chemical Muir menu a 0 . Mw .t forth to T.ble 1 .ed 0plio..l pbysk.1 rryulrem.0 u set ,w 0.2• 05. 0.1• U S• , fotb in Tabk IA .od with a further Iimkatioa th.t the buss oe{anion eb,U be.mnimum or 1.5 pnceot. 1. 25 0 13 5 1.0 UJ Will eat be wed around water li" 1. 1.0 <0 03 o 7 , 9-28 Signing Materials and Renaov< .h<oMg for darmunnbk drields Nd .ymlr-h .NU be."bW u 0.050 mch Wck .het Juminum R.0«uve Fabrication W<t.ng for other rl rowUbk r{md o"'Pmre'u ah.0 be apptmd m alununum nt Ieu than a 032-mcb Shirk. Tbe brrph of the nflox% c MomrJ.molly r et by rem, 938.6 Endured L&rmt Renectiee SbediK th U be 001 W. th.n 90 pveud of the above 'I' M't Tlu n0ceuve .heroin[ .haU oomut of .pheneal kn. P.rfarrrunce m<Uar.eron, .hill be oorml< m ronfomunu .kmenu tnbedded wiOrm.Uan.peoort plm k Nvin{..rrwoth. r.Nh thc SunNW RAINFALL 7P3T in FWrnI .p.eJiW ht Dour .urf.cc The shtemg thaU be r ther rvituro W Spec&fi on 13 3000 . love.pmu<tW Preu.rW.dhnive b.ckmf Hrghwy The WN.< d.y Dolor of 0- mf Wro" shetm lg . U be The .ell<eUve neon[ -MU h.ve Ore feDov minim um mum vi. .Uy ev.lu.tW by Worp.riwo w u< .ppLcabl< v rnef6cent of r<ue0a�un vJuo u 0 2 dcgt -d 0 5 degree Color Toknoee Ch., Color comps ...MU be mal u e nder obrtnubn N{k<eprv.W u.vmge w�deW pm kt�ndk nomh dtyL{M oe..el<rlafW d.yhg10 M. Off.color umpemun or from 6500 degree+ to 1500 depau Kelvin D.ynme nler Page-SP-130 Ramon.Dale'. April 26. 1993 t 9.28 Signing hauras aed Fabrication 9.29 Signing Materials and Fabricates wJauon shall be ilhlmhlard M 15 degrees and viewed at sheeting npplicat. . The mara.g nau not adversely afket it. 90 deg. Then that]a no significant mbe shy when viewed performances or life a!Lite thaw& under nighmune(rmon.lxcve)conditions The reflective shooting shall include a pmaomed prtesun 9-28.15 Sign Structures stm m,adhesive(Type 1)or a hear awvs;ed ain't a(rypr III, inner of which may be applied without necessity of addmonsl adhesive cow on Ne reOsuve sheoung or application surface 9.28.15(2) Timber Sign Pests (' Chem acuvamn use am shall not be d m vaw Type 11 At the Contractor'a option,tunber sips pow and mileposts mileposts g adhesive. stun be watieaud N'esum end ,A.. treated Douglas fir, or F The Vrotwi vc liner euached to the adhaive that] be filed Hem-its mewing the grade apsifM n Sermon 9-09 2 s removable by pesing without waking I.wacr or otha solvenw Jougb fer and Hem-fu Pxta sham be g1`'e 9 tranmmt is d" and sM0 be ashy manoved&der"rage for a hours M 150 F aemrdaec, arid, Semioe 9-0►JN). Rrr-snit-M-pvm, wvv 11 under heidM of ive2 5 pi. nemuon shall be a minimum of 0.40 pounds pee cubic fmn The adhesive shall Poem •durWk Mond p smu th. hnaratien shall ha a minimum of l/t inch or 90 penmt of mfkcu,e, cab wNereauum eurkw and perms the nikcmr sheeting-3 IF W 00 F I.N heil aftero d haltibe N pence for poste under S trwlra Nick and r uwh or at temperatures of-30 F In 200 F. 71e adhahe hoed shall ha �percent of espwvoA for pow 3 inches W thska.34S Gwh 1 sufficient In .it,,the applied shaang.aods4rmutaot nod I.not nyuuod for unpainted Pow preemt Its shocking off when subjected no so impact energy of 20 h.tbs.applied with a bemspherical tipped object,inch 9-29.16 Sign Lighting Luminaires to diameter at OF ne adbesea ust.hall b. -t same as outlined in Federal Specification LS 300C weeps that in additin In testivg at wain temprratum.the sdbesion shall also he tested at OF and I80 F. The rtwtance In aulenu4 waNrnng shall be u desenbed . Federal Spe.fiawn lS 300C excM the wathenng appi.M..and procedure shall be to sccerdance with ASTM G 57 pastry, eaf -volusrisesg The n0ecm.sheeting shall he..fif mn:ly Orsieu m be cut terms Aer- m ahapr aei:, and permit application over and mnformarta In, moderate ah.'uow emboaing chanarriuic of cowin sign borders and symbou M tensile Condiuoned for a8 un, the .1mrilN of the sharing atoll be 5 to 20 pounds per inch width when Tested an aceordsnce wed ASTM D 128 Following liner 1 removal, the renecuve shading shill ram shrink nit re than . 1, 1" - II I. .R 1132 Inch in 10 mnuaa nor mom than 1/8 inch, an 2e hours In Is vbeae soy dunenaten per 9 inch square as,75 F and 30 percent ml tivs 9 9 PI humidnv Imind list. I III, I. The sheeting. when appbed accord.& to manufsclurerl nommondauont to cleared and ached 020 inch x 2 Inch a lyivw +e 1 uub Mum.um.mndnwned (24 hours)and wind al T2 F snJ 50 percent retanve humid, shall be sufficiently fkMMe to thew To entering when bent around a Na nth diamour m indnl The .nea.g surface sMU be smooth W fki a faclac elf<kawrj In the nun,ragulsr ck tw2,and wp perfon ee. Sign ughteg lumisairra that says, a saes slumiaum and exhibit w5 debrom gbumeur sung of rot Ina than 40 when housing..it door assembly with a polyester paint flash. AM lasted . accordance wed, ASTM D 523 Tha sheeaing surface esrm.al bond, arm, Matter, e atoll k readily procured and mom ubk w:S rtoom.nended say tray pint.and el. edaurt P merlons...hag s stria,hap grade ectidma and. tnrsptrtnt and epque process"bra,and chew oo bra of Nr Thr housing that] gateau a re11ec1dr, lamp snake, end co Fit win wM norcal handbog,cumin,and applesbon bsweL It shall here a mouoting want stable for aaurely The Mewing shall prmtd cumin& and color processing at supporting the lumna've w a 1-Ir2 incb square tube umpeneurea of ed F In 100 F and mauve humldturs of 20 m prevent in rotation and leyefing and dg6lening. Ile BO pncnl The sheri.g shall Is hat resistant and permit force housing shall be drilled and upped for auk entry msdub and curing wwhon wnu.g of uappl ed shaping M umpentures up wont. Condensation drain hob shall be provided as In 150 F and up m 200 F on applied shereing The ehuang rseummeaded by the ansufselurer. surface shall be solvent reauunt to dot it may be cloned u'UN The door shall be hinged to the bonsug an the aide of the gasoline. VMdeP Napdu, m.eral spurts, turpentine, mahancl fnPut sway from the sigo panel and shall be provided .with and xylol Pnmtum mobs.'- kna mfl.uve sheets that]contain an ran captive closure dwkes. Tie duck shed th govidpo soon 1 the main m allow We door la pbirlane tucked d the pen pates ideenfy.g marking.such sa s sour mark,which u vsibk Aber TO In 90 degree fvm the plane of the door opining. Tier I' Page SFK/3) Revision Dam. April 26. 1993 a t r I 9.29 IUumtaaon,Signals•Elamrical 9.29 laimlaadaa,SIpaY,Elsrtrkal 0 1 jurctum of the door and loosen,shall be gaskeud m proedt Marl.-iN'eF-*0 .rain tight and dot tight}mini ✓ Refraction ahaU be manufactured from heal resbuof Esuenr and .nor buds. of all MeI wndun. earls, boro akau glass. 71,refractor%hW be shielded w that no IMeaded ends,shall be u,u(oe may and e,resSdequeuly einc mood by fight wort,b risible fnm the sign rk r og approwls. Tte a bm4,P pivar,issng proone The e•vf wars of tint , ,hi,td sb.0 he an iotgral part of the door mtmbly. Wbeo ocstnt ahe�l be not big dvn 0.50 morns of s:nc Par p'uer foot uU,,d for in the pivot,runner,hall be provided who 9 rive Wrnogle surface each and of a rundard len y e stof oondua of h vv rtu guard m pn,wt damage as rdractor. 7bt reflector shall be asanufletured from one Piece 71,e wegM of curt mahng on any individual seat 1pal6cauon, pbned(A;enk- quall aluminum, n,rdtnctor shall he sMU be not tea than 0.70 L.of rune Per square foot of,ogle designed w mo les ed wan will drain Gray, aortae w Tha.eight of tins mating wW be dmeremn d . ne light mume AAU be a 1?5 watt deluxe PbeaVbor acoordarvot with Odwn) In -dd AASHTC) T 6S. Drenourtiore GMnomwl snared mmcun vapor lamp. it. levels octal ,hall be a weithu shall wnloem m the evquuemenu of the Undjor e t poreelaio mcbed mogul type mauiolog metre,lamp grips lubo,story Pubh non No 6 Neva'. ,.ion. N m run elwu iul molar uoje mod'eioot or normal ea.or as rcU as den trot,wWua evempte, shell wuh,tend is do Tht<mW mouse shut be sprig loaded. Shell four dips N the PREECE ve t cat vvoordsae with A5TM A:39 and curler enotacl sbaU be rated roe i500 wam.60d rolls. the rhreadab ends of W mnduW shW ha sahm phsnived m Ra1Wb shut be suhable for operating n 175 wan eor W aOcordanr ,ah the forgo.,or"U 6,p&WW with gahnovad haUde lamp rod shall w.roreo m hat requframeau of Section r psw paw.Formula A-9-7S All field cuts"ll also be pained 9d99. The seer facto,shall rm..,within a rent,of 1.6 to with galvwrad mpsu pam%,Formula A 9 70. 1.0. AWasb shill base a design We of on less than 100.000 Cou,ti,g, for rigd tvael type aondob may be oC.cr lour, hold,, or tlrteoplatad gaNar-ad " , sdd,u.n. shall be _ RaUms shall motbt of sepanu mmpovmh, Wis of ry.uA v M one cost, of gaWani:mg expo Pa.( - which a.0 be upable of being ,nsUy replaced. All Formula A-9-73 The Pa., IMU have a mmcm-. wet film rondutor urmmeb shut be tdentired as to the romponent thichxe-of S mil The pined COSUng shall cover the notice u,,t"t m which they mnnml. 11eat Rmeratnt Component, wuphng shall lot mounted o me the porno of Enure oe wbch they Grou,d.g end bst..g,'h U be P"'ond mWrble non are m e m as • bet,Ink. Gpsti,on shall he separated with Copp,,.tu.r4 wpps.or M.lea,peel lu,- and Minims from beat tic.-satin, mmPnoebU car der"at ' ,bieWed m steel cbmpm,Nlew.mnY11Wg KIN'.Nei ate rGKw bra the the ,ope,11, to 7v C. Each 1'uturt s1W be Every length e/riyd metal r the shall bear the label of provided with a for assembly for eery frld conductor UMerw Wes Laboratorim. Inc. or the label of the Cans.can short ground Potential on the fine side of the ballast. The S,codaede As voccro if affected done of Can"mar'f"t r, primary vote ge shall be ae indicated in the Plans, me aprrovod for use en the project WUI L'O,eha.;conform to Flotemetr r t,prefermee shall be as follows: appropriM tads1 a of the Code. nt elan or the minimum to minimum Tlt modua P.V.C. am-mralli' shall conform to Wumioaoce level no a pant'10 fare high by 16 fees Article 347 of the mdt and ASTSM Standards. I ride shall not aumrric,'; mead S:t -pp—hi-8 rnedub abAH be of the even type indicated Wore'. O hen hap w0 F.V.C.esfremura 1:1. In addition,th, +uminavee gradient shall out 1. s1houte I u ASnt. C,a4Nv,u M eved'e.3 WMILK.ember roadYp m re- C a , aumraU7 meI, Wummaxe gradient being =, vaad„le W henn -J GV.C. e mma alor m A.rTt deflated.the ntnn of 1Pf minimum ilumioance of v,oama 1 square fool of panel to thAt of nor adjacent square foot of pane. This performance ehatl be obtained 9-29.2 junction Boxft riven the fbtun is mounted 1 for below the boom edge of the sign and 5 fees out. 1e eve average u minimum vu L,ormay n•no for Nweenusw a peed be dimemboed above sb,U a,numriclale Junction boles shall be reinforced moc,tlr whh meted 3:1. Meragt initial iUumlvuce lb-U mead galvaoued neat from anchored in place and flat...ued steel 10 foots dlr for a menu" vapor Tamp of 17S On,plate(Diamond parts v as indicated on deu0 sheao, war so aperlfwd. eve Werptbo os the coven of the junetno bone shall be w follow+: Abo.the Cnadlepoever Dlstribmnn Deta on Page 9•IM is 1. 9pm-b:'$rb' ddaed. 1. 9~:LgktW W:'Agbo•a- S. TmM Sips)and So Nona,r.abim:'TSLT' The above Inscriptions shag ere be bigher than the top 9-29 Illumination, Signals, Electrical aarfaeeofW cover Platr. _ junction hoer "'UM . aoncrele now ran ahall h of cut g,lvmuad fen9m,NEMA S and S wtuwcoor A 3 A och 9-29.1 Conduit not,she he auuUod m each etrlWic jm,mon boss '-- ILgd meal wM-11 -lull wnfvrn . Anode 346af the Nwoml uncs 1 Code -4am W-WNx eeMeie,0I-U-"I",swt° , Page SP-132 .. Revtsioo Date. Apnl 26. 1993 �j v.r..ffi_ y s29, IBuminatku,Sk sW_FJectrleal f-2f IBuaaiaadoa,SIP",E2abiral Aura --- 9'9.3 Conductors,Cable nraa SA '� `"" ...__... ati 4 tarrtss. a.y. E�Acb""'hall be aAnbered M each srminal And whh A ~AAa, 1. ,enp-around type e=be* mile baring the Circuit A Ann as ruw..a� ru aa, _ somber rhown oe the�uoe. Im y ir.� aai�ra..w 4- No spicing OF Arai Ara signal ni •,a sMB be �• ruin 4rr..a� sea. __. Permitted not, aberwbe Indicated our the olae,. AO Sai n :A1, s sass erg enadurwr ruin AhaB be pulled A, the appenDrwit As.., Ar 1. tan A,L r.�,Oaw W treminal compartment board anh pressure type binding Pass. 11,oNv ear ptom sMB W the spur. far dilator Mul4conduaor cable dull be usaMbd for 5 Amid r bops at the aeareit Junction boa to the bops. SC), 1 condeaor (11C). 11 odnduew, (I IC), er 20 conduces, The onavacWr sba0 pm,ide and install all We w e"Ary (20C)tables As per the following tyykal dIYmAOefJ: w - airing,fan sad Ming,An w w enmpWe the iuWktioo of A 5 COnductor(5 C)-e.a No 12.AWG,whin,oM the signal and lighting equipment As sbowa tea Us,plain. AB No 12 AWG. what with yoen strip. or black str .. e" mstniAls and installation metbod,,ewep u AkeW atherwlae Ard three No it's eoassn{of sin group I. bertio,sfu0 comply Arab Applicable adios• of tb.National to g conductor MC)-one No. 12 AWG,wfiae.one Eenrcil Code. No, 12 AWG wLa<with yore,at black sage,And For the purpose of Nis specifioAtion,the neutral conductor au No la's omukwrg of con group 1 W 3, a defined u a current carrying mnducmr,with um potential C. Il Condoi III,) - one No. 12 AWG. white. For he Purpose of Nu spectficatw.,. equipment ground. one No 12 AWG. white wch great or black a nduapr s defined Asthe conductor used to correct the safe• ad, if. No. IAA cowkUng of are twnsvrr.mcanying metal pN of equtpmcnt, nmay'. and groups 1.3,and 5. ether enclosures m the aptem grounded 000ducmr enVor the d 20 CorducWr(20C)- oat No. 12 AWG. whae, Founding electrode ennif for At the service equipment or a:the cued No. 12 AWG, whet win peer or black wumc of A acperstely derived syatr,. quip,and.14 No.la',ooneiating of win groups Conductors And cable shall conform to the Applicable 1.2,0•a,5,anJ Span epwtfiuuons as(ollowA. e. TWO And shrine eonbol conduaer control cable I. All current carrying angle cooducton shall be atnnded shall consul of three No. 14 mundcd copper roper conforming n ASTM B3 And Be Wulaumi corduaon Each nemduaor dull have 20 nW �i Abell be 60U vok Excere As Wowed in item 5. Polyethylene in.ulaUon and a 10 mil PVC}Acka chnon"ABf c.vu-LnkW polyethy]en, or EPR T)1e The cable dull be rated u 600 vuks minimum USE in,ukmn of cod. thickness u requirod for all The cable uarmbly efuB be covered with -- current carrying single corducwn to underground -pi Tape Applied with A 10 proem circ<ncal ayetems Equipmcnl grounding no aeon minimum lap The ovtnu Jacket 'ball be )cam n r,e and bonding pers NAU be straded or s,,copper PVC win the sue noted On dte Ssndard Plan(or grounding S All single roMucbn employed in efaffu control shall draw Equpmem grounding conduction, cos be ban be C1u,B or Class r straded copper.The mvomum or maul-W, stranded or whd When pulled through war sire dull be Nc. 12 AWG Insulation shall be areaway a aMB be wulaW with Type A'hHW' car THW or USE. 4" Tye_THWN end AMU have contaxi green mior or a Tnplcx or Quadnpic, tyre ACSR Muual green color with not or nmre yellow stripe IuulateC alb supporting aural conducuun of the appmpmw Aim equpmens grourdmg eorduMn 'full be a eandW for aluminum conducmn ahaB be tatd when requued copper N%e corurs, The Munn]mndewor AhAB be th,same f — . MuIU< tkucurr cable for traffic signal control cwrriu arc As the i^Aulated auductor. All current carrying -bi be rated to operate on 600,.k, lndlvdul condo.W.Ahall be tuanded � y conducten ahall be seranded weer.aMB be in,ukW 5 Pk and bracket cable abAU be two cosduci uraWN with a Muloi of Occult pW,,,ad Polyvinyl cnPPer No 10 AUG in,ukW for 61 vow boot, chloride W.Powd in Accordance with UL83, or conducmn The tn,u]Won 811111 coma of 45 miL Af•Provel Aqua, ud shell be color coded and of the polyvinyl chlonde ww1 95 mils polyethylene)a,ka If Bite LAW in the table below.The indivdua]condunon lomwtrea with stenos halusts tee specJW m Nc sfuB be cvbled mgahcr with cable tape cad erlclsnd in rcntna, thu wire Mbk shell be and between Apolyvinyl chloride Muth 75mile thick The Icmuuin W ballast for built G,b,, W orammsl above-noteed :equiremms foe 00"duaor auuktion do Pole en^atruaion.11 the lure ire requuv fimun win eta APPIy n the wocemductor and thm-corductnr smpauure Feuer than 75 C.the wen jwka shall be -- cables rand u•item del ourpp d for Uw portion of the cable k, the lumuuue The tingle oonducWn AiaB then be.hesthed 1 with bndid fibergk„ Ainevog of the smperoce, I nag ncomrturdol b)the 1"Onsure manutaaunr. 6 With Una cxctptkn of type 1(HHW auuWinn cad with she Nish, excapuon of the BheVd Vivo conductor cah]t demtfc4 cat (7). And the rrugna^mrar lea5.m .a Page-SP-133 Revision Date'. Apra 26, 1993 r n , t I.Y lff, Ji rti >:9 IuJmiatiea,S.l-s!' lurbva. f-2f IAmWtloa,Sign s,EleAh ril ,_ ,� • abk dcnufiad in (9). Lac mmunum msukoion pIm abate eYy 6moaRmk.1 Y a.baad ale. ➢m pse^d• 0w Was round any ekm.x rondoMr .Imp be ee�em sew' .y ' g 45 m.1., .d the mmunum Fk wuktion f. paseg. amakh 4ssaa mmgYP marl . p•tuad vw see Lh Yaks:a.y•S."w of 1'Jena Y aW tan an Uuckw+a aNu refer solely to me NKkrtaa of tyro 7• per:M ad.,abk nbki d.Mr ashen i 8..6.5 abk ' wukuon wren oauely arourM w)conductor excluding pmalaw'palymkytem ad 9k6 ampoad bdAm the any.hadh or A.kd thiekneas. aaa Mwm tk amr l.rkm r M r6kld. i' 7. Two mrd,W, dualded ubk ah.1 Mve No. 1,sodvdon and dull W,form te LM S.A. 9.29.E Massengale Cable,Fttin{; apwtfi"wo No 50-2 ... a. r W,or bop Mrs shall be No 1294 AWG rbmded Messenger cable shall to, Jr6 krh, .even Wirt hand t copper wire. Class R, won chemmily emss.UNed mn.m ge, cables conformutY to ASTM Aa75. Wlymhyk— type RHH-RHW inulanon of code earn-high sale gd' than. 13,400 pounds mdunum braking ... . _ thickness, M C W,A(sham,&, 9- Four conductor ahkbed abk (4C5) ahau conail of Strain nood.Wn.Mu be"prow,.pomIgm.sonformi2 r a abk wen four No.It A`A'G sondurnn wN anEEI NEMA CWa Sag sudad. foe 13,000 pound u1WnaLa t polypmpy. auktion, An aummixW wrests, me,M ,hied,waLar b :Wg msurial b the cable aantkes, Dour NY s..ambly shall mail of s fuue-away or eight soy and a 26 mil muumum outer lacka of Polyeahylwe steal expanding anchor,having.muumum of 300 aq—M ben, TM fourerduao,asaemhl)shall be tariated'is cum, nude of pres.d seesl, coaled Arm asphalt or simda, Par foot Fish coduaart ahaU luvo a Wfe"t pr,,A ,auve,soh;6"rah s 3:4-te11,mwmum guy eye anchor maulau. sob, OverW cable dkmcac, sMU M and a fed long Aa an Alternate a eAPL Ams anchors.., t•Tu 03 oche, masunum Up..uoce baucen adpuni anchors udth duo 1 inch 6shahelice.J 12-tech piwh, i-tech by 1 pus mull he IS pf per foot And 15 pf per foot 7-fool guv anchor end, and entail for 7,000 pound maxanum bdwwn dugoml pairs The upacuwes shin not vary wtque may he mauued eon Nan 10 preen after a 10-day lmmenion Last Ali Poe, head m. loots, pkb ,it,. hsngms, cupc u,,e wlh Buds exposed i a saturated brine solution bard, and Into band. ahW be badppd gulvWstd in 10 Thne<onducror ,.:eldd cable'(JCS)for the detwto, uonfomana with the raquum,mnu of AASHTO M J_ circuit for opts-.. 5dc present:on naivm shall con.iat Of mrw No 20 AWG wducr n with aluminund 9.29.6 Lighl Stand & mrsr.hold and one No 20 drain win. Au uLaWd -- , wim an outer jaekd. All roses sh.0 be ix28 nnndd 9.29.6(2) Shp BM6 Rardwary Crated copper m i,m] conductor inukawn shah be Shp pkusb.aa it anchor plaw .uU conf>rm w the ntsd 75 degrees C. 6W volt. 71,.drain son shall be requirem&.0 of AASHTO M 223. Grade 50. TM base plate - uun,ulaLad Grad,mr solo, ending Ah U be Patio-, sh.11 conform a ASTM A 561. The tamper plate shall be blue, and orange DC miunw of any eodwor e1 22 gage conforming to ASTM A 526.oardg G 90 Std, ad ._ drain son shall not awed 11 ohm, Per 1.000 fro tym, shall conform w ASTM A T25 or A af9 Nuu .hall _.I Gpcancc from one nom-ewr m the aher two conform m ASTM A325e1 AS61. Grade DH Hadend - sondvaon and shield ah U no, &.wed lag pfth The wuhm.hall conform so ASTM F 436. ! jacked shall be rated so C. 600 reh, wnh a minimum avenge sou duclam. of 0.045 inch. The finished 9-29.6(c) Sled Light Standu cls ouude dmndsr of the esbLa &.hall be 0.5 meh Shahs shall be AASHTO M 223.Grade$0. Pip,hall be m.umum ASIA1 A 53, Grade B. Connection bou AlU men the Illl as F A`+Commnucation. able !6PQ9! I D teed eayusemmb of AASHTO M 164. Gahankiy .hats be a- PEA nwifiation PE-39 and eMU have sin-lan-No. .,melon&&Arab AASHTO o111i and M 232, 19 AWG wen with 0.003 inch PPA/NIPR catd - aluminum shielding 71,c abl, shall Nvc.prrrokum 9-29.6(7) Welding wmpound corepleulY fiWS ter inside of Me able. Wddins of sled abertum,ban k In m cord.oce wash ..)..��. 7Tr .Melded ,ommuniutua:saaI interconnect able Section 1.63 of the Speifatum fre Structural Supp.ns of s:uu men the folbWg: Righwa5 Signs. Lumlaelr,a And TnBk Sigab. AASlITO _ 1. Cadsaes SsY.soh 4aw.�aW oapPeb 4e la a 1955. 3. msalaea: Waal. k , &acts lords ,rsy p.lymk)lar r pebpnpyW.aW sakpae.4'e^ahs`s°e'y 9.29.9 Ballast,T s an e :neforma> 1. Cable kmr waann .1ae . a esia.e ism raw.Ark r.ryimg rays loam lams)m eWmise as td Banal, for high pressure adium vapor keep. .hall oe ._ And ter shad e.pack.me ks.m. designed u pJperl)open^ 0c VQ- .pwlfied.Ballasts for high a. Skaldi,: A awasmausddmr .sitter tlmad Ardese .Lan aodium vapor keep soap ,OnO wan Wnpr ah"be of eaPoll a cam" 0.0 idol M* ahkk on"al.,ad Pm .Swiw rap.alaw Y.Pow ts.dmmasg ask awaiting the magnmc reviase, type lamvdirs M, .plu. o, minus a.aegs. A AW canda.rad We app.ed As sin .lame 10 percent upm,.hate rug&rote plus or thom, roar amp r. aarr i awaprable. wax regulauon I.000 son high reassure adium 61-p wits he S. Omar yacka: A Mark.M dart) bilk mamuks -sags' served by now mplatar typr ba2a0a provfdmg for s plus IT e6Sla pmymkyW k:rpNd m ArYhmand an"a". rpm.are ertaYr r atkr aeiaraW e.s,dYkm PageSP-l3i Rmmm late.April 26, 1993 _ i . '1 1 FS9 IYum{uaYoa,YTSaals,FJewkal Minh. 10 9 39 IBum4:tloo..$(Nays LWcb*Al Poroem u.cal •oage range with plw 15 or minty (raw. boa, ruhm,Ain preen'.LImp ram nguLIton. ga, ace l The aukdna ,uel Stull be a■i 6Wua for mere" v. raw, ehcnm nickel Rm& The b MMaue rhp6oer rY Poor lamp rhaU be designed,c Or butt "h AISI, J00 ell b' either "Wear Steel or Addip Ktv'an wd 71e properly opant Nc LImp Spe:i&d Baaau aaU be dcauiSnd to AouamS.xmpine rah MUISnl Wain Sk U be read,, t sun"rep"u ureper"O"a u br as-20 P UMU SaU hrve H y Ile electrical Charaverutlu of The rocks mountueg mechawm dWl`x aufficimu 'rtguWor"tYR•high pr"e(agpr riN voa`n �mK- or Nu upon aPpdcauon of 12 pound bad o any dice non ,the in ine PWa Mcmu v e rasing u^mod kgla none center,the Ught aura"ever erau sot de0ew mocc ry vapor beUuta saU be upbk a(plea.or than 1/16 inch. . minor 2prant lump ru+gc nguWion vvih Potty or minty Il percent input wage vacation. If nand Cu"the duminum W.be LIB in in atu, fiwh, Belleau(01 maul halcde W^pa dull be deal or, if daa'an, the do..innn Shut moei , S pilaf aluminum 4 opnu toe LImp apecifid. W B .ru for all ccinal snap �lY finish All lomkuicet rh U be mounted'tvd,bout krao i e and aaU tee sub rtjuWor type p Lnaimdw0y. N maesud aeroea Poua epecifisv, by he No upcmr,Inalormar,or cNer maoufaceire, Leveling and o a—n -ha a wompauhd i" cius of coin da' dev,n raU ny the after Pole pluMbmS. Hiy�vay and decontve Wmkums SAaU Pose^ sd"Uficd u Polychlonatd bipanyb(PCBI a:c Slip fan capable cl."....�sry tlwuSh a 1 degree axis for u di.lectrk,.000unu,or for any other Portiere - The parer dellvend b a Inn Nc rtgmnd kvehng P,IXcdun minty 7.7 parxnt of the nod am U Umiud b Potty or Refmmen Sall be formed fmm oeat ruatant high, P parer dicing mmuI molded hororNtate Iua rnptl' -Pe.:-on and with a cancer n.ed lamp. During wrM up of Ne isaunt g Flu ku Shall be f°",fled from bey lump.ka:er Po "4,1c,c y will be pemrla" .high unp.n b^m;jOau or toMp,,d Sias. The PO-el boor for W high peeaaum ndeuM v.Por aasu mo The"rrdub ' enuring the forum Shall have•WnPerasurt I SaU be 93 Pozen("mwl)or higher g ^9 r lineal, Uun the fi=,, vunubmier S Fisch bSUuc shall ave• reeommendaaon High umpenturt .kevag u N a..qubk name plat atuchd prmancn[ly method b tha uhkre the-mc sting all elednal vat b the BaLIst Shay be parr-"lard b Ne hm am4w and �lumuurie dull be pcovidod a Rh Marken for pon,c terminal board, p identification of Lght nurse type acid,,sage. Markin aW be S whet aquam rich Gothic hold,black 2-arch legend on mbra, 9-29.10 backSmund Background cube SITU be Sold(or Sodium,bla for !� Ltamirmires mercury.a"rd for metal aLde 4 t AgM sums 4g"dS SAW be .. all IuMiavu shall b<of the d.rtn6uaon type and raaye wld wth, uarupamm face me a^c tr dual, rvalher. W r 1 adiutd a Jie PLIra Ciur umpS -NU be employed unless 'Mai W c-pe"Ma 2 Sends diaU coma "� .ode Pond o NC foWwny indkSUd otherwise a w"nlnm � Conventw" hi has [` S Y lumkui Li svi be .Ilan nthud IYP-LNU riN coon head"nfigunu it Lumwue diMibuton typ, 4mp N'atsye LSgwd aaU "nform b the IPS eursifiutor. ry.um Convrnoenal � highray lumwrita shall provi" aCutwlJ dutrlb eo0n using I70 l a ftfn.wr lea'houamg and a h4h Prea•a2 wdwm light four.. 10 OU The}Nall be capable of ac m 150 15 LIMP"mplete wth balian P•200. SSO.210,o:l00 tau ITS 17 AU lumuuirce eh.0 avc •east aluminum noumy rib 2w 20 f •Shp finer end mounting 50 710 27 uJ H"wonul lumwvea ehaU aaach On :inch pipe anon,oft 21 aa,meat arms Vemul mounud lea sac be Sppmprutly 700 w Siud !or tav ma 10 Pecan pole b P y te M,mnr, e.Oedor of all Y1c 75 lumwur NW be Of-.upon duegn ear tall be racurco wth 1,000 717 e The rtlko cr Nat! be Ma.rufamured Of PoJob, d"wets The.r mold" from pritnutaUy forMwd bonsihut: 9-29.11 Control Equip,nnet `.. Slui The n(n.br or Oat lens rhaU be Mounw n.d", frame uscerbly ,,hwh dull be hinged b to lumhauc and saumd a the cloud Posiaon b the lomin.'n b ^-39PhM(c Photoelectric Lis CI-Plea mom Irani, u ...,.brit Photocl"tri. "nto4 aaU be •plus-a devke, m" b �Yhe bah The rtf aCn re Mt Ieria end door fume usembly, opera on 120 voa, an be o P .tun MUlter .gams i e Of rut 60 He lire uN d,a0 soma" of•kgAt aMU be Gukua Senutve element"nn"ud b"mposd of hSuru; capable of wave 'Me ^°�u'Y control nbp 7Teeligbt u w$hall s wolvd and h d0 d in.g ly held u place The 'j 1{Rrr shall he<W appal with ryngmr gu4e. sLumioakn shall Ore a can aluminum boriin imrwe cobra hnd Ite4 vrkh a glua ono R of Ne refrauor. The unit shall be n The mea each a. came or Iymhol Shall Ir Clerl dui6i.ed cleu a(silts of any eae.wMc marked no.ae►luminaae J component atiA cnogte Ne ughWg cuemt All IL mwuea saU avC they Murtul component accund .. b the lumwce fame ruh Staieleaa Mel mounting arduart Pogr-SF-;±5 Revision Dale. Apnl 26. 1993 F 1 0-29 flbnbatbm.Signals,EMetn„ 9S9 11tnhutb0,Sfgmh,Electrical a 9.29.1312) Flashing Opr.11om llala5 little It 9, .W controlkn rhall be equipped for Whirs opcntw" of she W. dsnsl lights Flashing opentWns, whcr. ngcird by nilro.d n'Me.aOeaanla-W ' Proemption, flawhmg coarc!, or other reuw, ah.n I., an (,, , Mashing Yen.- lights on the main hues or high-., and In, as MR. Qq to Walt isentreser ethane flulung end on the eren area or unrest unme, .0 mews. 4-16W in the conuaei. 11•uing flash display all Pedestrian 6tttlaeweshae. cure.-that)be deeergued P if Actuated aafE, Wial conercl mechamave.than be P.M.ca Of entry NW fWh opcmmn and mum W normal opsnmon at •a••h•fekkae'a-a'dwbn "neentWLows •I)s-aha;l 1. Termnul Strip Input Moslem Flash) When unseal as � �a 1teM,e-n.edve1 a function of a Wrmvul strip MPW,the Wnuulkr than TLe pbao cell suan be a solid suite devre whb stable provide both atquenced entry iae/lash and uquenced hasp-elves in the temPe attire note of 35 degrees C to Mo. W normal opcnuon consistent win. the , 470 degree C. The pbou can aban M mounted eaWrns O, requirements of the Wen edition of the Mseosl On On Wp of tht lumimal-e. le a meartor conu oned syet.,the Umfmm Traffic Correct Deer. pbom ben tic control the system than be caouated on the 2 Pobce Panel Switch. Wha.the (huh aumrrauc twitch localities Instant td the 1eTYNeootaccor cabins. The photo loesxd behind the Fob" panel dope it mrud td the Call Ilion be capable of aw'uching "ON' I,000 w,nt of path Plant... the sipuh .hall mmadiuely men W incandevicem IMd as a minimum. Dash, however, the wmrollat than "STOP TIME' When the switch is planed m auomatic. the Iigrb 9.29.12 Electrical Splice Materials than..Mo.W Cash for u addm, 'g second bath ' period At the completion of the n inued 1 aneon! 9.29.12(2) Traffic Signal Spice Maltrial q.,h perod.ink..atnerwias specified,the conrolkr lad-N table W loop win or irgnaomaer.coring proles elan Ir..... Imcty Moore marl cyclic openuom all .pbm.ban be epsay -. . the begmnm:O!slurry gaeaeYelb.. �d°"1e , Contmna C-bma Switch-. When the flush.momaue mud N the Contra or as shoeet I,the Standard Plaas .witch located mays the controller cabuat it plate in the flub Position,the sigvl..MU unrndutely riven 9-29.0 Traffic Signal COnUollers W rash, ww<ver, the conrvlkr than Continue W A WMMV,,than conear of,—plate eba-..I ereclannm function When the lash-auWmuie awneh as placed in for conun0mg the opinaunes of mane control s,ran mrludmg tht amorratic posamn,the controller than unmadiamly the belong mechenum and .11 receo wry susu.ry equipment, ntume mural cyclic opcnuon at the bepnnmg of the muunud in a esbma Tbr unh shall operate on 120 colt, tt entry Lra^ Adpeent W the Auh.monistic twitch tYck, IWgk phase alternating current and shall lie ' dun n, wOtroner man ."Wh If me hahau. twitch a in the autnmare sitbn and I power her hall tat r as a time base. The traffic signal W Nc wntmncr onoR twitch u cad lo the OFF conroDa Than caret the requrememr of the Mtiooul ant Eknrr.l Madufaet...n Avaution (NEM.At Standard mccon,the upala Chan unmdWely men W Cash Pit..ut�n1, a Power Wtenuruon do 'NEMA' mntrolkn snv tq.. COmPoeeau tmb as MitW.s, cap.eitore, diode, and power mtemspoon linger than sTS plus or reir.u. ' traashbn Ih.V be Wdiwide.ny replaceable utinaing tppm,,d 25 Min, ..d., aigrla Than ewierguf couamnt Med.rd pIde iog uhniqua. Imergrsted circuit sb.0 be ^'nth No.2 above to ensur, an s aecod lash peeled Mooted in sockm and sban be lain, replaceable ankhout prior W the start of artery S. A power interruption aoWaiee. An coeponets when be aa.dasd 'Off We Abell' of Ill Ilan e75 plot or minW 25 mnWaedt than use, t Name, eauu re.equencing of the auueeller try the signal The tnf;lac signal rnouollcr than be capable of dupllYe shall reener=itt whMm charge ;"a ,. interfacing ankh the Mukhonk eel dine, mutes computer. 149 .. §. The Controller Chan be Capable of bunt on-line operation anneieeA ses ko-co m m l by the utisoak aster computer is it) and standby � Opesatloo. Te controller shall euibIlib the :oquenct of 'inted anal phase, including oterhps, in conforr a... w'rh the S. Con Duct Monitor. Upon sawing mnf tins .ipuh or a4ui rhasirg dlagnm or the plans. Wbe- operating citb-r unasutr.aery ope.won ehepa. the ourWct monitor It a fb d dime ndt m le a fu0y-sctnsted mod,e M volume than ou-stuaelY Marc the opal to mei W flash. density no each phase in eequi evl. AD eiMnme timing and however,the co rmlier than cap dine t,the point o! pedestrian emuµ shall be soeomplobd .1 the local confse, Anne the von.se,ronoaor has been neat.the btenerne. comoikr than Numda ll take cosomtr.d of the signal duruyl a c r btsmmng of artery r. dhow k. Flub ink shell be a seen dmuk type, capable of ' aekchuµ bads up W 16,A warn pa elnoh Page-SP-136 Rmum Date:April 26. Igq, ry 2, 0.29_lUusiulical,SkuY,FJaSrleal 949 IWrW;bs,SWM1,Electrical alsermWy u o rate of io hubs per ni0uw per oompowd.Terminals ahall be nickel plated,10.24 brass aids of efrrua,pfua or=law tro flubs pee unloose, {uffictent external length to provide spore u sonnet twe No 1 A W G.mc,,and ahau be an moun4d that they concern be 9.29.W(31 Emefgency Pr Iption unman in the cue kn'nedusly alter k vabd call hit be reurcived, th' Ungrounded terminal alud b• violated on. sch other It otmptsom mrstrole dull usual the eipule to dup'ay 'he and aWU maintain a sof&u kaluar ducanee of rot final than .quired cl.-- stew.:. ad st'barqucnt praeanptom :ter inch between any exposed concern conclusions and any other interval preemption duJ aequmca at maned in the mvt.ct, motallir path ways a uuulaums beer of 101120Umegohma Rcempaion equirment stall k installed ou the umcnal wring dr.,endent on exttrru:eueuic mnditrom of else eonero'w,,u nerstally fumuhd by the manufactuiar. u $.pp...shall be d'aigntd for operation me 50 amperes. not.Wrd. 125 vial, 60 cress, Single woe ei.usa, And ahW men etandud. of the Underavven' Iaboram.ka kid use Rafe, '+'s^ysm Motorist... saaeesasa n Emergency mile ry a pone abill be foem6bed either 9-29.13(7) Tra fen-Aelu►IM ControUss m separsta uova o, iodulia that plug directly into a took Ter-aot'utod mntroke, shall be demonv deviw w-vd on accept 3-n. •,.i".r type units. 11, pre- which, when mmcned u "ff. dsactns or nature mesa 0, evolution system operation {hall be mmpatibk wih the rM actuation, or both, ahau operate the ebcu.W saf6c srpul mmp,,y 'oplkom' syslno which the Coy of Rmun is lyuem m tone or Mort us.atioro. successor using and shall he capable or being activated Nt the All tobd stata elecuonic t.ffusaueed console.and Neu ' came transmitters. auppkmen:a devices shall mnploy dsglW timing meatiness When a pre<rptuo desactar dets4 an emevaemy The traffic ugrul concert tauiprnent. unto.. Otherwuc ,thick, Lot phase seketor ahall bold the mouoller ion the preseason m the contract. must specifically conform t0 current required phase or advance directly to that phase after NEMA .pni6cataim obser.ivg all v,hk I, karsom. The phase .ekaw, ahau bold toe molester in the pleas'selected until the desermr no longer deers the energrocy vehicle isctusted tun.- sign xmrokri atoll be g-phuc control W'ben the phase selector u responding to one cletactur,U %m s Volumedemny timing fears. aMD be, pre d on W shall trot r.povl m any other detertar until ask P m the conunk.. feat deterwr are stowne J. Iodkaur ligbu chat indicate poxes on, signal being serried, channel cako. Switchs shall [neervl system paver and obsolete desur calls for each phase. yf 9-29.13(4) Wiring Diagntns ' Schcri wvg dug.ms of she controllers and aux'ban Faberaury.en m t. equipment shall be aubmitsed at the sore the mntmkn art Q 1 1 0. s.rmpkstnd..bv delverd for vatmg or,if ordered by the Engineer.previous u purchase The diagram salt show in dead&J cacune and pans as fa A as • The pars shall be ndenu6d icy name or number en a manner Is vllceker manly awrpreted The mtrwUer cabinet shall Is .. a i wsearproof antelope with a aide was started to the inside sslse{e/e.'ariapa. 1 of the cabioe done. At the time of nosier,the m,elope.h.0 have four complete sects or whrizatiu and manuals for all .wiU autmblis and+ub-auettrblies. 9-29.13(6) Radio Interferessm Supnrksaors ains.1se ..as1 J A mtoeUd- ub er radio Interference fiber SF NF 10 , 30 amps or equivalent &hall be and m fiber the A.C. power. Addwowil v, oU power supplier &tat have nou< immunity he +soy from other decks wibin the ubies. - At traffic signal mrtrukn, flash'.. or usher At timlvg fu.ctimw and Input and aatput rearco a for oretnt-in'crvoung drones sal'..' be ag,.ppd with radio fully-aetusud,rolume-0eui utarkrcn:c .upp,r.ann uatalic s the input power point. l oW+-sllen I►aU be pro,idd in seam71be c v'n1 beer sh statrdard. Insrfcrcmc aupprusson.ha:'le of a design which wit minvnut TLe m¢tmlkr salt pmrWe for stttlag aneb timing m¢rfesence i..ous broadcast and airorad frequcre.,and ahau Interval by Bans of pwiteely cabbra'd avaticts,. Toe timing provide a minimum ancnuauou of 50 decibels over a frequency functions slue be u the Fran•of the roevofler ub s shaU s I range of 200 Nocyclus to 75 megacycle. when used in have keybnr' envy and liquid crystal d'eplty. For the t a., connection with normal installation, tundby opera m, the vufle signal mnWlln &tat include The msfferenu fuss furnished shall the ham'etcaUy at culinary leg used m peo,ide aU timing and W functions anled o•.ubsaMul meal sae 61W win• unable inuletmg for signal opetotivv in a fu Upanu.ud mode. Standby Page-SP-137 ' Rcvtsioo Dote Avnl M. 1003 J erg •`a err �¢yv 4 }Sf IYumludoe,��` !SI{o{Y.Rimtrtul .- {}S+ Ill fperame &ha4 aubMmlt"Y _— uasivlba,SRoah.EkCtrirai 1 four n n ---.-_ bsemmm tlner, hilun of emvd to �'� M rbm spe<ifcd b Nr muter campuses.$ or J marl". ph<, , a , ph.. w i full. "d be mtaiemtal b pill 6• Wu Aue s "Played al the Met of Madb P �tm There NaY be A "kCh V tbt ubion ideatirle As be compote-7141v6iwi shall ad aGoperaftr Tydb. from Mp time bypass erh<h. If the inmertioo k placed oa p Rt°i Tellow. fhshusg opmsara liable by the Cub Mtb or the fail safe -- g-Iq Ui71n En"Mrs"u +s movbr,W:enntrollr. &ball immNinely Mp time The Mp Pnfcmsasum and Tat time bypass&wech vyU remove M Slandar�•.. .iolid.Sule p do,,,from the mtnrulk, pad twrmn AOrmal rrrliog openttoo +bik "e btmeti 7tecd w. mcllm remain u Ms .. im &oopc of ilos spniGutln inclWm Nc mntroUcr airy operatlo. u.:mbiy of wad-Mk d4ign mrtatkd On local v TM ouirm, .1 usnnbl m nKuom. MILCTOR tat wjb mnooner Y vcluem the rather-proof nbiha. uno, bad sryahn. signal OrrJ6, montoeng GN aemq, aopnwry logic cucuilrY, AC Less ill+ ma pedntruo phase .Urb save dace, vNwk momentary (&print RIYroI deueesr o dq... omrdu on equipment and mler a 'and prt.smptln deprnsrd�We&warb rb.0 lot mpftt N 6m ogmpment. TM rnntrol uremblY &hall men or closed NEMA Phase. plan p u0 ae b rnpeatiee&Reny Em'wnmemsl Slandpfd,aM Tan prnmuem No , I will be eequ•raf Wide the moaol renal openoon mmbmaWn of M h and anemblY is subjecsn b on, the my, QlIl__ voAa e n hi h¢mi mvwnmrnu! Drnnp (i a br J e i pentun will high repeld,on roue tnmcnul A muvmimce nude The tral c &Real mvtrolke ass—bile, laclnd' mtem Presorted rha • ground huh daRc &Rea be shop, 8"WduA st red rvr and Ai tabuil Ac lamp pKYe obait be ubiolt ah&U h shop O 1Detas tors ms o and furaobrtl l We mate ubllt. A door n.kch fu. Use lam EsMino" Tm' p bled to We all umtioa of she than be provided. THIS cier.k ao" lot A sal ma oo$hour of all dmlg <u<uib. Circuit bevbes raw ac 20 Pru<+•.M by Sit- hopand&Red ., 'Awh shall be at the City of Rmmo amps. Sigel' Shoy, Rmma, MuhingWn. The Signal WP will Fall sore it a Pere aratlabk to Me lu"Iewr for the required tnl dtmomvawu 'Re"ovvdor shall uumbla the "built Fail"!e mb mall lest the ' ood related "It"' matroy equipmml reedy for tntiag. A and&hail m0000r boa the NEMd aeg 15&yeelr'catsoaf mmpkte demomtratbo by the ronvaC ar of all iuegratm th. A.C.tine wet fur all p"litre and a !pest poemos of enmpohmu utefactorny rovctiovial shall a"e the slit ldiestlns. The d m, o Mbar di posy pednviao wall Period.aaAn, f a uw" NaU rmP lac"I iadkauon hall pot he btbn of a display o/ mvBictlg pars pre sasafatmril period until all og mouth b h ekible m y operating. The test&hall be ectmded or Pods'"as bdon the omnber unite Ras mr,Ljo. uaW • minimum of TS bun ling oprsatbn. molipuoas trash bye. Thee hall bs l eeud bdkasbn tit be moehor has peformfon of the m. tADA bred system ►u lone Preempr.n menial damoasvated. The demoasvatbo by the OUetrKmr m the ol>eptioe. Engineer o!p mmponm4 fuocth.aing proper.') slab soy Su tZMW'�' re&ve the mavKmr of aoY reipomibuiry rapture to the DropK fmr'tioniog of atl alorestated control guy wbm yield The movoller iuulkd. protector too &roll bun an Input mange &urge hall prole) at mateolkt input 9-19.Si B onv Amih rY Equipmmt ,ir "Door o 'or$-that rould damage We motrpUe or ao maf ins gas. Actuated Controllers eeala�7em� bTavbefrpm4fwasfet There .ban N a bom<T7?�<--paaeFysryNeq� � metrona nDmet .�taea miaal strip for fkid wiring to the ace" w-ti,eaeee sera the Khe lle"muh ahan ba aombrnd is eeffare•.aa-te,. It a different Mum eakArilia d ^m oe We plan. K 7g. �N &ye<m Ip .it for the dame 'wsrmg,them both numbm&hall label cash teessLal and We &-ff Switch& "Dien .ring Kamulc era"WIN obsn iKlaele the read w6 numbm when !lot terrsdeal aariP Y Rluslnted. A mmamo bur bar Aria a '%"I m of IS be miaah and a there elan be amain pow asvk<h Inside the eabioe ground bar Aria&minimum to ,the Nall reader all me terml..h&baR Da prolidrd. troy<qW uAOo antrtrae deed rhea ruled off. 1Dm &ball M • mntroUee Computer 1 -+ shalt render the enp',evbe avd bad pow awed the —��.�_SroJ awhcbbg d .kn ak<trcally deed while mamuA,mg fWr.lg oPenti,h !ter Iatencc< mmmueeiudoe deeien sbW he designed as mrposer of Cbaagieg motroUers or bad&wbchiy o Kp&nte nohr or As module Nae i " enauoiler Case. the tommvekama Peg duerlly rob for de.km&LU be asee for Page-SP-138 _ RMviuon Dasa,April 26. IS97 1 L20 111"buid".a-IMt,Eimiul }29 IUueleatioa, Mir eom sib Si/uaY.Electric D awYN M 4 Y4ea,rioe aed shall b< the field mnneGbn terrrtiab. Tlu use tbW k wied nWblr o! traamlYllq M tlaYefpr sad tigaal data N•manner each Nu Net I win revert b fluh if Ioformatkso and Idelltp sad dtuodbg aamma9tl Nc conlLa monaer u tarwve from arvice. ` mformatna from tYe damgalm W La malormaae sad rrUYb SuppkmmW loss not b mead IC loans Para s � the apabuit7 of the maYYtak mat(«mapuls uaY aed Ne mortiweed circus or other meuu,bternooerr rabb. slWl be povNe w TT< lonoYrn auxilia '_ Pm'ent conllia monitor auu4on nuae by dimmsnt insullw w act.uDUM!or NEMA vaffsauxuauq corulol�nand or Wrap bumour Suppkmm4l bade she b<bMWe 1. A soLdsuu Typ l NEMA Il+sher s,ir Dash on Nc mnwl sMe of U< 6Ad temwN•. Cando ua^sfer monibn sluU v-lode•minuuum of oa k,doator Lght aLaY which will cub Ne duhr and uoLate Uu•. for 4<h ,owner Rom bSM ckcuiu Su Sutton}29.17(21 Phase use The moneoring ap<vy o!else for o crab.., unit she b<mmp-4bk wN 1he nor, ,Acme ave.I' p rtquuemenu. COnfliu mtniwn hall i suluoc a plotter,card. 2. Scud,,,, Ind ewifch<{ of tuf6cimt number to pmvd,for cash vebkk T to db.n.pLy end ro,,d ,g puul tlsnwbg sign,� m nK I*ne,wtlYdwt phK phases wd1440n{ and pmvdwt d,Pw. rpm. The r of iftd 'h pedw w race W inuKauun Panel •Mn ti preemption oa lima vdi. lid ll Ne anted ,i �k the tsoenl D&R abinw ehW bclwc •full Yp uae,5ecuon LaYou.. turn anrr pba•e and ormLap y back I. SoLa.we Toad Y wied I6 position admti6ealion and neat arrow Appmpriuoty cobrcd.� Pane awecha shall -onte,m to 411deaarlt k KoKsor Lam br ach t< NEMA Stand" except only o{ei4tty matted k d ~ al rod. amber, < a `S* will be alb Rut. ,Ik and don? wLa br every ph,, and'aed lac,YiUAn t1uL' mclude u,""r,KKU be provide. The Wa ,of Ne du ubua[or"Knotel on Nc input cvcuiu. .of 7 A power Panel wiN. lempe �^Ne Panel Jh•11 eN1Y41e Ne (rNd kx{4on{0! s� • A onow14up4y broker -fired w �._. Ksso.utcC ugrul dup4y, The bter5eo4ondupuy t p " Lamps •hall be mild b • m _125 percent overload PnOWUon for W Po pI, &Id woe A p,, k•nme4 The pond,n.n be Inratu:on 0-inner'we -J equipmem and agog d4phYs. 30 miperc of the door. The PaeN ahaU be anuses a W<door minimum b A 20 ampan accuwry breaker wired parallel to In such a way ar b allow amoral whboot uxe of am —• the conwldup4y brake,.The banker wtll u�y bo Pop Nee moue4ug win set be al-rod, Dau:tur.,.iteha "en. acunory loads,kuludmt .m[fan,a6wa Lent. Po,aica shun be mvsdordd fo acchfidE tat, and put - plot aeept•de.qc D draw,input r. < A busbu acts cd from ground a W unlu{ed for Ne oircuv Ka Part of the panel. A d4pLay Well, will be -_ upon neutral tide of power-Upp:y. Provide for Wit e h and will inumw4 n t ehbk• pedeauian. or tat n dch &a..WO The Inc d o edit mur(eance 4"Pl.,supprgs r to he,, {cc swsuh-hsL rorlde.s tin loaded momenu of the conwl<np4> brute. Se< D D S ry moan Suwon 9�2 Nsi w.n pku .4U inb N- anwlkr. KT-n b the {, 9 1ltag for oNer nqu,con OFF position, ra e[, c A,nn,l<m volute protauon devi4 moans[o Dacpe doubt tircuiU will be the tomroner Po,r cocoa be proration t .tnr, d4mnnute In the opnu posug, mch a-pauv, ^.� volute abnomsan[b, of Ins S detector cocoa KIuU opnte nomuUv. than 14 cYde W SYiuhu agora be dunnon The plotecbr Khan be a wed-,uu Ai h pm, tde on tlu Panty t.Label,wLabel,energy circuit eomavung ne,,park pp. ,tube, and N.cuon.a-Ingo, ^7 r �,•r component No dctnybk component Shea the• DupkY on - Sigal irdi4br Lamp Yin dupbl JOr .+W The current nung If Nc 4vue shall be tact operation of No nunu4 n Duo or 15 am . di,.'ay Lampe wW operate mmLateet •aiN Neu - p min It alpo mW U L "Wraw ew4hcs OStandardOcn teut and ND provide loteenon to well S SO neutral w GND. and We w GND., m 0 Test AU areal mdwaux Lamp shoo h loco a We b neutral mergved. f f Cabins ground `ubar odeprdrnt 1150K ohm, c D4pLay off - AN ntad Y,diatat hu pa and en.onum)of neutral dmecbr bdiabr Lamp s,,,7 be deaurgired < A P'L,e par. IOrale beve The display and detootgon panel ab.:;include wN •d h- the polio Panel door an approved means o/ broomserwng all loving aubma4o ewi4h and -mnwldispLaY u.tenn the Panel power 'me onuR swath. See Sauo,9-29 13@) frr k Pa The d ec i 94mmtat she upntoal requoemenu include•mono w 7umpr duaebe nW when N< M auxiliary mMvl panel belied wide J.controller dupLay Pmcl is drroo:occud All a voha On tb, 4birw waA a Gash aubooKu, ,wech and a mntmller Dane, Nun be matte web 4 auxLated ph•¢ one(f swiwh See Sdo inn} nun,bc, Venicl< detouron /wetlsra -lull be 2Stop ) for ofee rarked with the pbaw num6a am plan bop requwmenu A three win IS unprt plat taepAcle number. All iN troundwg roost and 20 amprt ground Auh panel mad4np Shan be D,,,oc,. wttmPtor Nun Kilo be lartnart sensitive ups will not 4,-lbws p cool -9 on du Panel k Inu;ate urmm•I bbclu of -ufficidnt number b 6 St rondo "undo' mnlonn-p b NEMA mndu,ls Sa Seopon 9:9 1112) for opngoal rc9uiarrtn4 Drovidc•urmuu4on fro all fob wvinj A minunum The unn aluL room,,mnlliow of 1.spa tennvul, Nu', be Provide. T<rmuul t site., wdi4[wn,a block. {ban 6e 6W vol, huvy jury, book, typ, p. Iagei,Pd39 IlleOsim Date:April 26, 1993 ' `�' " � -_ ' t.-vet..•'• _ J }29 IYrtmWtion,Slgaak,E4Yru1 }39 IYumbaatbaa.h2geala,Elaarial —--&,apt bop darcb: lead-w.Anti cosy be300\ck. bapbk _W essay seed hour, •dstertot Of , Each urtraul 0-12 br Prnn` M alln a fold-side erd upprourru tly 6led a control.id. wnneaor ."rated by a cracker arip The full.., raquirrmratu apply m auulury equipment The ru*,,Mp emU bear the eueuk number W.Wil htrmahed wvth Type 170 conroller abinco e- a, the plan, and dull be en{rave Each connector FWhen Yeah~.for rt+Yr.bad au'rte break.. a' sluu be a aert type will, No. 10 pin ospa"k Of bum,Police Paul s Oehea raeey le nquuemou.vent w,,,%ms.lees Char Ora No, 12 AWG wises find ten rtquu daoua,and aua0ury control Panel nnoehca ahall woh sp.dc up. conform b raquucmenU no" N FHW A pub6au. 9. A ven fan wdh adpnubk the—Ma. The mini ou"' Ip 79-16 hun noon slo0 eonferm w Section 9 29 M.". CFM ,tuts of 1hK fan dull exw cd Na Lima the .sap tha 4sa:ond fWn perwd described m lb.2 of that ,buts vduru.' n elo0 .'. 10 M irteandeae.t orO'•oreamt uttenar ubcue light detainwdl rot berequud PwleRacY Pn'mnW° mounted at the cop eat the micuu e a ch door swoch b conform w Sec4on 9-29 13;? , aaomuuu0y one-"when the door&peas The u{ht P.db utuAennoe arppnawr ra--[enema a,bend in still be walled a minimum of 12 hew from the vent 3d above•trauumt vologc PraecVon,m noted u.3e above. , hat ibermosut The&vi'h shall he labeled'light display Patel requirsneou a wad N 7 above. Ve mwl It. All wtrbg within the ubma. eaclus've of win{ brute" u .tell la {about, cabinet tight u naW w iuulkd by the &;gnat co'Miler manulaaurtr, shall 10 above, ubuta wring as mud in II above, wring have inwlauon coOfermin{ w the requlse.enu of diagram requtremenU m notW- 12 above.and equipment Swoon 9 29.3. C+buus wren{ h U be trvnmel to labeling a notd in 13 above shall apply TM dace., eltrnwte W.lack and.haU be laced or bound wgeNa panel shalt.,form b daa0s.c^c plan. with o'km .taps or equivd<nt. All urminW. The co0160 rtwn,O,.of.trung b FHWA pubucawn r,clu.nc of field termwU. Slob be numbered and IP-79-16 dull be provudod comPlae woh aupplemenul lolls ' pemuoant ;daubed consuUm wkh the ubma as noted in 6 above. ,Wring dugs, pmvukd by 'he &Ipul .Auer manulaceurar.The cab"will be comPklelY'wind„ 9-29.LT('I)D C&nadlw fibtueds dun the unity M..=mmt b make a&Id locatan Each tnlFc-an.- n1 HEMA aawo'-" sbaU be house n comFkfely operatiuncl i. w coach field power and wvN'sm of trans confomung b Ibe lWwytg ground wising Interco]ubma wuinS she not undue ngcv,menu f We fieldah cone wro of the term.]strip inunde fa,nnt+ns,-ereav I br onouNWn of field wuaa. al m mfwnaruaw. SMY b, of O.Mincb Lv. One repnducthle mYlar or two muurofit and four mltmum thick.. Type 30a aainbS a^d, 0 M copies of dte cabin wrung dugnm aW w.ponent barb m m —.l, um thick clear a&odired &bfnt wising dugnm&0,0 be f..AhW.nth men ubma alumwum,u fist dumi&um Each cabma SME be equipped wM a ,Wue en,,b;, 2 The ubma shalt .nam shel.mg bnckat. n.W. b hauac ones of mu., ubina wrung dugnm• The ac to supWn the commie,and auxilian equ'Pmcm ubma wising dugnm shaU utd.w and ,dent\ sea AU q.,pmen, the as squarely can shelves or be wive urm.tion&, W plug noneeton and OU rnu. tW in racks and slo0 he remov.bk wtheut lotion, of SU equip..., in the cabuna Included m W.&.tilting.or routing or rtlouting one device to the dugnm shall be an uiterSat wo skach id.ufying remove anuNer. all hide, dent.,, and pdk buvon,, and a agul 3 The ubma shall be of adequate Sure In properly hone aequenu clun the Moeller and W nyuind appurteuanow and k� 13 Each vehick dexector arnphlot, pdclr o eau auulory equipment m an wish, p&nuon weN iwlaoon unn,phaw wkewr,aW had.winch 1h.0 be a durance of a lea,3 whes from the vent fan and " i knr fwd with semi-pamanm,suckon type label.The filter b aUow fur Proper w Oew.In on use sha0 moa (OWwlg Nfer,,uon.ha0 he.4tidd Nan 70 percent of the ubine'volume be uwd Thcn a Veltick Daeebr M1pl fier Channel baD be at kut .2 ench ekaatoc bawaen &W Loop number ,,Dune equipment and du ubura wall or'v pmmt 2. Anipud Phuep) vtou.ttod on the oat na wall 1•. Pod Ca0 lwl&uvn Unh a L Push been,number data k ie6sor The eabana abaY sore as sk lU:- ta,. MipsW plus(.) vat en We bar soy of she teal&door.vr1t6 • 13 c Load Swiuhes incL ey 16 Inch by I back .amoroble throw-away _ 1 Sipe bid number film, MU.0 ba VJWW „Yb a apriug boded 2. A.ugrud phase(s) framework. it Phan Sckcton 5 The ubu ct door del be Provide wiN 1 Cucuu Later • A sprung bade coMmaita-t con lick captor o' Ph&aetll callod ac'Wj a Ike' CX was con .sill L\ The label NW baplaced on the face of du tin,: 1'. othen Cw cabbas dull have an aPprovd "I .lull rw block any Switch•light,or operational words poun poeiuvc lateh Formed ubma tnad ha, on'he umt The leneung on this label dwL' be oral a Utae po.t tech Pagr-SP-laO i Revmioo Date Apetl 26, 1993 v. �J 71 7 M �t. r a INInmInrba,SI{aals,Khrerkal 0-29 Illumination,Skstall,VAM& l b. police panel door.,m• w,r.�peel hinge pin_ —lbYiio of We YI{o�l bads aW be Labeled an chase ana &lock. 71w polce keys wih possible M the enter of the lam. Signal hands sL0 he minuuum of 1 3r4 soh kmg mull be per mounted oo the mast arm such giant On end Indicators he so wv. nch ubma the alone plane&end such that the bamom or the hLusW&of a Inside the police panel there shag be a sit oat signal hand shall ma be Was Lima 16 fen 6 Inches nor more o.o,t ssvbch which @hail probibh any iloxl than 19 ran 6 such. above the eeade m IN emte or the .—,I., to the Gael but will alb. the control roadway. ALL bola mud ounce ands"LLancous mounting equipment so operate wban placed In the 'aM hudware shag be aainless steel posuioo. A stood switch shag be the ,U, Rub switch, when pl.cd in the Marls' 9.29.16(1)A Optics-ystan posniop,contralto power shag remain ca and Eight inch movesstiooar signals shall employ a 67 on 69 manager &hall stop time depaidanl an switch wan trade isgnal lamp rated forii6 130 von operation.595 .,7 selling m the suailisu panel demrOed hate. minimum Inaial lumen, 665 cared initial lumen, 1,000 bur J t. loth main door and police panel door ahW have min., 2-7A6 inch Sgbt emote length, A-21 bulb, medium .1 one psrce.closed ceg,neopteme gaskaa. base, clear traffc signal lamp. Twelve inch tmlfw signal A two potation door stop assembly. heads require 140-130 rah, 163 wen,1,730 minimum initial 6 flan.. mquirtmenu shall be as specified in lumm,19SO rated insist lumen clear traffic signal lamps with Sectors 4201"2). a JVmcb light emote togtb,1.000 hour min. -sod Fife,P 25 bulb &end medium base. Eulba shall be Installed whb the „j opening between the filament ends up. The op..panel t,msuul block.T112 through T89 and Leese shall be glass,of the color indicated,circular to usocisud"bit to the input (ilea ss described en FTIWA shape, with a visible diameter of ether I or 12 caches, as TP-71.16, CNprea Il and 12&lull be furrnhed. The @Mird i_tie contract, and of such design es on give an ..� alternate raceway epacLfed n Chapter IS will net be ourened and downward distribution of light wish a minimum a:bwd Fich door shall be furaishd with a co anuction sh,.. the boricanW. The Leases shag be standard red. -� tort lock mn(wsning to Sa above amber,and gran,1-3/9-inch or 12-mcb personal w(fa signal The ubma shag be aluminum wnth an anadval fmish lease and shag conform to the spaifotbm of ITI' The ubma shall mcludc a pent mlloot droner Standards (St d.rds for Adjustable face Vebbk Traffic mounted below the input We and above the power Control Signs]Rends,19"-Anion). The lets chap fa into a dntnMu,on s,scmbly .mpreae 1uYe to a manner to reader the imarior of the Laos and r•Rmtor weather and d,atiigbo. The Neu and juke, 9-29.16 Vehicular Signal Hands shall be secured on the door with four roomrtnive cane clips j 1 Fetch signal hand shag be of the adjustable, vertical type The oorrponenu of the optical system mat cumprue. wash the number and type of 41us danded in the contract,thall p �+ 2 Opo, l Lon. ' pro•,Ot a L0M md,cation m out diecuon only, aNli be adlmt,blc through 360 dcgaee about a vemcai as.,and shag be 3. Olwcai Lnren,Di((user. -1 mounwf at the locsuon and m the manner she.m the plan, a Oblecuh Lens ✓ Exeep, for optseagy progammd signal hands. W vehicular The lamp hall be mg into ISOal re 120vop AC. Ilsrve tagnsl huds a any One wic6ccu n mal be of Jac same make Prong. @e&Id beam having an nongnl rt0eaor svgh stippkC and type move and an avenge rated L(e of as Inn 6,000 hours The lamp Vebiular sacra hands shag have eu s 12 inch fites dug be coupled to get d,Rusicg elemer. r md wth a collaodiag a apecular carer...face. The difhuu,.g ekm-m may br d.reto unites sb..n otherwise o.the saoJ plan. Vebinlar signs had housiay hall consist of separate sections &ad be or integral wild the convex halsurl v else opt"L W mpa.dable type for vertical rxuntiog. Lens hall be glass The optical Lmlur aNg provuic an auessibk iaugmC s I and men I.T L $perifwatnas for light output. ReReronn surface at focus on the optical"for abject,NO to 1.1w!w � shall W A.c. Each signal land.hag have a Ilia inch tieaia duvet, and paanu an effccure ve,Wg mask b he v&romh applied as determmed by the duirtd visibility cone The opac.l I bole w its base. banner shag be provided nth posuive ndew,g mans and w Vehicle sig..l bead shall be cast aluminum. uo-rniwnt glae All sa.d beds shag include a bah p+ oomposed of htit 5 inch square The at least r kris mall be s high tuohnwn pI., an e.t border Signal beads, iodudiog outside of iron and meran.r.� lens haverucal)y wtoo within &list larammt o! �r1 back of back plates shag N fmuhed with two coau of r w71 factory-applied traffic aigom yellow baked summer, The weather ruuwt scryLc o: approved aqua. The Ims ma Fit 1 ;aside of the visors and front of back plates shag: finished symenesriu] an oudme ,and may be awed on my 90 degrace with No w.0 of facto7' pp• bed flat blank marver orwoufuon about the optical s vathom dlapla col;the prn,sn touCt "7 Muuatnq hardware will provide for a raid monastic. The optical sy%W shall accommodate projection of diverse, beewa. the signal bead sod mast arm. ALL mounting r. '.&,dare nit a.of the top-mount plumhlae type u shown :nly on mdicstion on willsep ear p lam& sl Nc rud.cr nch that �. oa the standard plans. upless specified aherwise on the only one mdrt&onu ntg ra aul.ranhaveb sonapp am to any viewer plans. &der cpt,ngy Wniwg proudurt+hart ban areompNhd The pmjend inda, on sh&g conform to TTT ucrosmtsanu and .. chmmsuc,ty axedards Page-SP-111 I Rev,i=Date:April 26, 1993 r 4 f•Sf 1119Neuioe.si ",Fjo cstal _----- f•&f 1BRmiuUw,Slgula,Eltmkal 9.29.16121A Oplimi h'nike 9-29.16(2)B Sigisal Houvrtg �- 71e optical wrk-IrW consrn Of•Wu. W ul lam •reflector, • rap Each'on-tall be Patated wdtp assowbk auaiaiu.holder, W a InRec -igp viatbk b hat "fr to be ,imr Of the to...I type, ..,as spec ified d apaetfkd to the a-U duunu(rn 0 fan w 300 has nder.➢light oYl VlaOn pare-tracpig an for imullWloo band traffic aoriions eap dria lo the boasia, doors. Cweslbaal 119ml bad, .tW lyre E Eight Inch con mtioal"trial, hall con",.67 to 69"a square aeon, tnl5c ligal WnP rated for 130H ,OR opt 195 R..n, The .1 inset lumen, 665 rase mow lumen [^W had towing, or our, sNU moot of an /,Oa. �r minimum, 2 7/1 sasernbly of Kpnla -ousea, e2w,ibk type for v.A W 6 uYh L&M aabt Imgth. A-2t but, merum Due, clearmeunung, -ubs"Oustly "-cured legathcr in -wvUrerught tr.Re -igal Amp. Twelve Inch traffic ligrul had, rsquue manner b form•unit of pkwm[.ppanna Farb-tenon-halt 120 l lu nt c ws, 1 160 col lanm ,Al lumen, 1950 rated hoax an urdwrduW optical um, ' uutial lumen clear sa(uc-iyul hoop wed a 3-mch tght center Each -mien 1Nh be oomPlue "0 .ant-Pere. JaOSO 1.000 hour mumnum rated hp,, P-23 bulb and medium corre-bn-rauWs Waminum alloy de mot door and O U ha,, bur B414 shall ha iruulle moo the OPcorng btawan Iha It manual 1-ach or 12-urch drsmeter,openorg for the km Each filament end.ap door shalt M Of are hm a t, , leas" shed toes ghw of are coin, ucecare, circular tit lull'and Web g having two InXegrWy an h,nge aNpe, rkh a vuibk dumeter a( auMr 1 or 12 inch", u moot of two con rrO�r-1yuJe- -bed pin Nwu,g by i 1PecX d h W, comn<r and of such dasi n u t0 - hinge tune 0&1 sure autwad and downwaro dut,,but.on of kght with a mmtm m A marob- vvshout the we of a apaW pnn or use, -hove be horuanW The lone-halt he standard rod. "mbar, win out-hW Wtrdes.anal,threaded late,took and matching a and gram.13/flinch or 12-inch prune craft,ugnat knees-nd de we of My Ir4 for opvung and clwing tha door wiUoo -halt conform to the - Y P-cul cee- Each door sNU Nve .a0ukr 1:. pKifxauon-of rrE Standards (Standards reopmne gasket around the a,:ue core edge Of the door,whu h, for Adlwabk Ra Vehicle T.M, Content Signal Hudr, whin the door Is rinsed, -NJ st"I -powvc mother and 1977erM-). TN lone -NU fit into -reopren, gasket In dust-0ght east. Each door shall have four upped holm space W s mamrn b rend"the Inserter of the km and reflector weather ght ,bout the cu n,.. -<e of the erns Opening d lour and dusl non The lens and gukn 1hW h"cured a Nt door nonmrroaiv, Krtw- to amommoyb Ju ai&naI had v„on wmh four ronmrror knaee Each door WWI have pane daviot rxh se washers, ctp., Or Th. ,to ME -halt N one pica, Alrak aluminum keys,or bt mnstruaad an se b keg a hem dumounhnq from conforming to 1'CE Sbnd-es the bowing a"rdrnulty ohm h u opa. Y The Wrap holder Wall be of weatherproof made_ rC The body of ach aigrW aecoon shall consul of a one piece conserxbon, uunum b the opcming temparaWe in the unit, mrro-en nauWt, dk rut aluminum "tiny. Each -anon abed-y In ep denOoo proof[ypt,and"halt he rub socket all h.ed have aCMtad Mg-by and bottom so when used wmh proper -ry independent Of the rt0ator Thc aooket 1NU have brackets. each a Cesen May be adjusypk in raape<t to an A but rauunt moutu. and wuthcrproof moide phamk sd)Ommg aastion, and tho hangers may bar locked aaun.ly tc -been-& and be des-Il to accommod.b a 67 to 69 mom,2 7'16och f pmrnt moving Can Integrally moth the MuMg -NU be ram foul kn&b warp,-•&cW hoop for 1-ueh ngn-h and hurge huge Yed One loch j-w.The top and noun.Of the Mtumt scon'Odatc a 165 eau wmcul 3-u<h feral length tnRe -halt have an opening to.mommodak sandard 1 t;2-Inch pipe I Ygwl lamp for 12-arch siwp. and u, physically patio, Or bracket, Th.satire.-b U be se daigrwd Nat wfirn wanMe.fdemem of Ne lamp at Ux run focal point Of t,,mflator so bty interlock with one mother Wrmmg arse mn:tneew that amunu focus ell -It can ha b4owady e. The hoop haven:, wa,htmght unit Tha-moon.ehaU be inbrchangable and-halt auU be to prorIed an ern it cm N O,oM rowed and pentivtlr be dun and I atherught when wecmbled who the door rd petition"b provide Wnp G1.mem orwlwUon w,tnav -RerW& spproprutc fumuhed Neware the hoop focus Th,lamp hold,,still be daigrre an that a will A temtuwl block of an be,wind.g..m Nr rc5ecw,from tie hack-u, There sNU N `pprave type -halt b, mounted s weash,r and dustu[ht gaskaa berrten the stir holder and mod,as the hack of the Mein& AB sockets shed be so wed - "recu" The astir,bras Of Ue WnP holder 1h.11 have a limp that-who r—wJl be conramed b see 0111 Of the socket and [n0 to prrvrnt the lamp from work. Ioove due b nbnUen a w�,the color of IAe lore,b the bosom,m and brmurW of the i socket That ray"dWl car tom be connate to he brmuW and Net- W he of minunuru clue-ce bnwan be Wrap holder block mourned m the Muam& q the proper manner The y'swing of 112 inch -be Wrap hold,,Ih U be semwral block shut Nvc . lMckas cods b brmi--u W field provrdrd who two wits of 1urTscicnt length to be connate w wiree and Wet wtrta it.ben nal block ap.,fied bcbw. Kre C urdepadmUy an the beck the NU"raw be w The brmwe,b whet lick!lick!rwa are attached 1 < The is can unit shall n' daiane b pmf any permEachUy rus mhioe b IK'rOe d e work eieakonsbk May shun of the 1un's rap mom u tuna of be dry Each Inc when Ure tun may-hue dumUy one the lens.M'hrn the door of I -� ha Pbae cas wih p , WJNlt visor sof pecified tie Opbul une as cbaed.W yoira b she saKmbl fro yea - Plastic of the Baal type, cob, ryu%for r between Ne oUerw,K in the 000tnet. Visors "hall rare arching art for inane- and etbPr of be rtflettar shall be .11 a & kubtleuon to Nc howmg doon Cmvatoat-:knal Ards shall webs-rrmprmc phcu in Oder that 0,urrik abed be wnle,Ncr Nvc sqwrt doom. m1 dun-0ght k. Page-SP-112 Bevuioo Dale:Apnl 26. 1993 J 1 9'?9 IBumioadoa,Sigma,Elettrual 9-29 IBumtoaeioa,ftoomb,EkefriW 9-29.16(2)C L vecad Visors ] Amu and ab-md wbe fiomg.br TTPe N mourn ' ^ Kbcrt now in the Contract,,livered tunnel vuo J. Plumbirer end ad(ustntatt Washcn W Baogc col] NmuhW W o rtiJ rd adspor 6oinIp for Type M:I The plumbuc, "!{ utwBd. 'IVW o ,even stud be oodcrucuU ohs Pere be wt from—D- ' b Iuvc•snug fa N ere aigml root. The outride cylinder a1u0 4, YAM No.],J be cer-coeud of aiumiou and Tube clamp and female comp aaaurtbly (or Type ,uvcn aha0 be rons �� N0 N mount trvaed of arwof J. aluminum ,tad ht are. black Dafanaionf and amngtmcnt of buv-.n atoll be u ahoum 1 Term coin in the contny Pannunu for Type A.B.G,F, H. r , and K nnunu. 9-29.16(2)D Bock PIMee 2. Colon br Type C,D.and P momu £ I 0 E0 fi-9-(or Type L and LE momu. Nmish Back Octet -hall be a Messenger hanger and Win caun c frWngs for _ W and atrachW a the aigl hla uu Sock Petra shao be �7 "Cued of uwduad. 7-S half-lord aluminum sheer, ry�P.Q.R.and 3 mount,. - 0.059 Inch minimum Ihukr, 5' Soma adjuster for Type Q,it.and S mount,. dss-AV1Fwhb iieeh �ejr"o Gaharured Steel pmre cut border. 1. Wuhc a for TYPE A. B, C. D. F. H. and K Mona 9-29.16(2)E PaintifW Signal Hinds 2. Fastener for Type A.B.E.H.and K mount, Traffic aigal heads.ufcIud.g ou,I of vi•on mW balk of Suioless Steel •:• back pea, ahW be lmuhed Win,two court of factory applied 1. AL .et screw and ewer Key.. uaf6c ugrW V+ YWo.tutted aroma, 2 Bands for T bent of back uw The inside of vtcon, ),x N mount P and Buren aha0 h AnuhW wet ay coast J_ Hinge Pms for Type E mount. of Bat buck eumrl a Bolu,nut,and Written fur Type M mount 5 Bolt,nut and wahen for Type L mounn SiBrmFilndy 6 Bolt,,nut,,Wuhcn.and screw buckk more,. Stccl 1 Cenur pipet, nipples, ebo. and sic fmingf for .9-i-bad}aM{{ TY;A.B.C,F.H.and K mumu. 2 Mulo-had meunung urmblisa and spider uaembuu for Type Q.R.and S mounu J Nipples for Type L,LE,P.Q.R,avid S mamu ilflds �.W�ran br aYl�unu hU be puntedwth two mau of far,) appbed Inffm signal Fedora, ydbs. gmarrbaked enamel Puts fur maaenger hanger 6Wngs dull be a minimum of 1/2 inch In dutra(er. Terminal mmpannmnu for TYPe A.B.C.F,H.antd K giil"ol 9-29.18(1) Induction Lnop Delecfors 'aO Detector ampknen sha8 be 810A or Drfrebr $yauvu model equal. S loductioo Imp amp!inm imuurd Wkb NEMA controls shah' conform b current NT$U a 9-39-I Porifnt,u. MpkFien Iltads E. Hu�ouo,i rot,e,dataysr i�elsa-ef°trpeiy Swoon 9-0].a(3). bier ��eta.°Oar°rW 1p Plan, aPsihaonas, or aaWm Nsa a. W r�,act dssaBr rV nett or aa[wd y maeYra[aItl ai�rAr\deaf. ^r' Inducu., bop amphfien maWkd Wyh NEMA eommh ahW conform b curmm NEMA apmX,,o,,q, AmpLlkr 9.29.17 Signal Head Mounting Brackets and Fillings tesuBed With Type 17o cent,s ahaU cenbmt to Publication IP.7S-,6 FHK'S s'ekule an' Pedesuun u 9 gM had 11p Vr1W a ahaH 6e as Wllnt regYVed m dK mntrael. MpIIACr a1W atYO be h-j in Nc Standard Plan, Maurui eequlrema u for ngnal Provided Wuh suppkmenW u I feetusa idefu6ed s(olbw hod mount,are u fallow. 1r 1 DclIY Tuning-When deny timing u rxuoed the um, m F1w Aluinum a 0 dclaY detector output for up a IS anI 1 Nage Meng-for Type E moum mmmum,sellable to one second maaimum,urvac Delay Tmtny wth Gue -When achy limey wet gat, • to requoed.the aril shut provide deny liming(cow. Poge-SP-143 Rencion Dale: Apnl 26, 199.1 X, y y � r !J9 al miaatbe,Sigaala,Electrical 9.2! Illumination,SSW,.Eleetrial_ f as amd above ,kith the ad lanuil npabildy of 1. ihibemg delay timing altn an external Signal i 9.29.24 Senipt Cabide113 .pp1d. 3 Estewier Tuning-VA,w getween timing•rWnu'd The sno the coect lighting Sellers dearil hwshall b u We umt dull extend the ddwI)f output for up to heeded no the cobwn plans and dd,0 $1dvs. All y 7 secerds minunum. utuble in 0.5 sewnd mmunum dal conduction,data Wes el.conductor lamioub shn0 rr �urvW be copper or bras. 71, ubmal $ban be fabriestd from •. Delar and 1Stmuan Tuning w,N Gau - When delay gdvaeiud cold nsned slide seed, -w" 12 pate and fo- .. - and a and nsionoug wuh pat u emiuud. due unit Sao rW a.rfaer and 14 pugs fee Interior panels. Ilwr "..,, tha0 pmvide both delay end Satntion omint fnew. "a $hat: be the wotiouoa woenkd Woo type and DO mend above wici the dditmnal upbibty of crew,rhea or bold Shall be vlaible outelde the enclmure. e is Ski g delay 'uhik muhivg eversion upon T1e kabiom dwr shall be find for a het lareenol type Wk. .,yWst:cr of N external signal Without external Toe"bind $:all hove vencUa o, k.uvers an the k.wt' and tipal.the unit eMU mhba nven.lon and enable delay opper old.complete eekb dads+,flhen and bane Sale tight Salim. Th. cabin door shut iiave • erne piece sdatbd 9-295'd Pedmoian Signs) proof eomp W A . gasket- Peeoovun Signal.Oall be wtl heron ndr,wn-er neon-got ty, or Saba typo u snact6od in the contract Pede•usen Signal shall conform to I E Sundsd.(Sundard for Adlu.uble F.ot Pcdeo rwt S,gnd Neal.-.1975). M ili3tt:-U6F.. filfi- 4 All pdoi i Signal supplrcd to any one project shall be Wm du name manufacturer and type but no d not ce from the Sans o onuhnurrr,as thR vehicle lands a0 A innwewwwa5 ,'lei, Symbol meow{d. wAen tpec,fid,.lull no,•minunum of 12 vch - high and 7 inches in aidN do 6It I A blo- Mowing th.0 be duust .luminum ad rh.0 by, pamtd aiN o-,, win of fav-ry apphd tnffu ugnd Ydiowgs.mt 3 aumel Neon got piodcaunar Z c And. alu0 b so1d sdu type and Aoh-eewrsrn. pw+qwpprl- i2I1 b Supplde,at 4 ,.cg Z Rmte vuon Z Rote vuon Shah have � 21 membcra at!3:egea and 20 Aorizondl mcmbn. The unit �He--ILAWG f shall be 1112 uchce deep Member Shall be constructed of 0.030-mch thick black polVufionate pl.s:lc. m�e,, ,/re^eNoerwdu/MYrnmrmHebws 9-29.20(2) Neon Grid Type AO Sawn grid hood. Si.O be equ,prd wiN Z crstc v,.on made Of Polyearbeu, plutk dosed to dimmed Sue Phantom Neer robing shall lie weknd -d anockmountd wide a ruggd plain,module gool ended Frb.d rT�euutd MesasbeSake.wkAMJf.-hayr-.1,0 6.,, Wed 1. A eeiah. , haUA ..dwr..romi The pMesvian Steel sbad knee a solid State ma..ge n.ataM-yp module, ekwrook b&UW, an Salerno] treegrorma, end more illb y, mand,vt _ Operate at.M watd. be.or+vMmC T1e loved, shall display ewe Symbol meusges. 'ha.d' (for the do ad wed mode; in Porilaod orange and -S1ao' mov pis ` (for its w.d mode? m Near ebke. 71. message module �hw — shop w type wait of t awn gat tubs ,,Wed in.busing made War of pelyurbowte pluck no lea materiel Sbell be polycorboute plate. The vuon shall be flat black to color. pp or it P 0 Pn2r-SP-III P.rru^ D•te April 26, 1957 TJ L ' 9.29 Illumaadoo.Sigomb,Electrical 949 Itlomimahm,5lgaeb,92uatal A�yydwd +w-.k.,.r �. 9.29.24(1) Painting The finish met sLll be a factory bated on enstid.gbt Yam--N.D00 grey to cob,. The plrsalsed surface ab U be arched before M'inm^epbet 'I the baked on esamel is applied. Tice aprior aW l Se-ism a esesssT—�N. 9' fmab cost of exterior grade of white metal wand. Punting ahall he door u mofomunoe with hat provisions of Sacmn 9 20 30'). 9-29.25 Amplifier,Tnmforener,and Terminal r '-'- v, ..er+a.wre- Din tibe Cabintea hbewwrwAsee4. Ae pole mnuvud armaal box shati be made of molded fbergiass,be are) is color.be approximately 16" bigh a 13- cs A 9 14 G is P 14"wide x S.Tg"deep and have a minimum of 16 ur9fv aL "G. to a %S +i I on the terminal bock, The box•1 iti be s.mther tight,Wre ,.. fr be 60 '-'Vepwe'rTe^e a single door with continuous bag• on we tEe and eve.. $tin bold douoo on the time locking side. Ag bardware will be staalas stML. All mounting hardware shall be stainless steel and sba0 be i.Q—cial to the unn price of tnsuival box. - _ Terminal Mot s teas be 600% hnry duty,barrier typeoil (a . finch terminal As I be separated by a marker strip. The a marker strip she, be permarevty marked wA the circus ... i oum6,r indicated in the pans. Eacb moaactor shall be a 9.29.24(2) Electrical Circuit Breakers and sett"'type with No.10 post capable of accepting an kma than F Contactors ]012 AN'f,v irr feed witi,spade tips. The ekebical r,-cos breaker wd mvtacton shall be as indicated on the mstract pain and detail sbens. The OR f AL-�ah met t.-esrMe 9 esladsf S. foLlo%mg equipment Asti be featured within the cabins. 1. M.un mines b""ej` 1. p A circam,breakers } J. t .past(DO rA-10 bap read)G.F.I.Ty- e. lent tsserd car twirl i110.d.13 Ampt Depth Bsip, 04" S. Caswim r rta,to,each rircen 6. Double pole breach breskrm foe h0tiat cumin(2 0,Wo r ire.ms -a-ew6.. i6slwe saweer. y. par 120 cob.10 Amp vile pale breach breaker(for salt, t.Mgk6w µowner Her Haiav phrV) , Fwactersrw e?ww6m N+weher 1a�i,a I. TIP 3-W.eb phase I2e;2 0 red esewide6..nN trite y 9. Oee 120 tea 60 bap ,hale pols Nash breaker tets.l srrsel s GC net doom eball M gukaM wit •ormpbx coach 10. Crplm provisions for 16 breaker p" s0 neoprene gasket and IMll Mvc a stunles, steel Il, Name IM pheaokc bash elk"he asenrae trey .n Piano hinge cow Neaks,vaah asaa ke rai iak ekes Werioa. All e--e( pam ye N Narle6 by S.S.arws. 0 U. sister bone saeeas are mrtme.ry arebmlOTehell9eaer6Meapme6beb- A m^Lea" AD-sabwarNrblrrvids �e-9611 ww e fix 0 (" he ". . 1O One,psre 12 position arnmul hlxk shall he asu0m bit 1 on urn d ropL6er ubm� Y Page-SP-W Revision Date: April 26. 1993 f. t Jv, fJ0 Wets DYVIbutla Materials 9-30 weds DYYiMbe hlewrMh Wf Butterfly valm &W be rubber rted ud an or ^I nosed A3VR'A C50e, Club, I5013. Summery valy- aWll be peat,a} sunablc for dvea burial S!u6 snail, ahtll be arandud 0-ring 9 Mounting mall 6.at nOwu in the conuan ends The ail of me butterfly valvm shall be i,c sane u that of [,weaxaW splice in.m cabinet shall be Type F,with the We on which they a .located weew.i dimes i.,1 or 2i' bigh a 13' wide a II' deep and VLJvc openu r&MU be of the traveling nut or vmm gear murtror d of ,aft aluminum and:aced wYh • Peat lowest type, a-led. taximmd. and permanmdl lubricated for k: 1 lock, uidergmund xervre.Valve operear- W k mnevucvd m der aanJ.N of the valve mar.f d.rer to v}Mond W anvcipte0 9-3U Water Distribution Materials orentmg mrqua ud doelped m rout submergence u groundwater. The Convacmr shall pruv,dc an affidavit of compWnce 9.30.1 Pipe eating that the valve fumuhed fully compbee with AW'WA CSOC 9.30.I0) Ductile Ion Pipe 9-30.3(5) Valve Marks Posts 1. Ducvk ire.pip.skil be amtnfugally wit in lg loft Valve marker pmu sball be Installed at the d'acretro of s .cowl knot conforming to AAVA CIS)and ehall the City in tbo.e unpned at. where the toJ of the valve f have a -..,at-nmruu being confomung a AWWA box meld he me",) by weeds, shrub, bark or other C10e matrr-kh. The vafre markm shall be Ubricald and 3 AD kutalled in conformero wbb the standard•irawkp. .. . *Over ducule van pipe shall be Sundard Thrcknas Valve markm aha0 oe eamake mmpmhe Utility Cate 52"or the thkknn.clue a shown k the Pkm maker 375'. 6'4,' or approved eqt d vkh blue label med ' ". f'm-vatn fO.0 shall be rubber gasket. puehon 'wsur. a type.or mec W.1 conforming to AKM Valve'A C I I I marker poll tkL•he to acoordi not wed the Pkne or 7. RntnNed yomu th.11 be as epi a the SiwW Special Prevumn. Pmvuiom m u On.m the Pi.. , 9-30.3(0) Tapping Sleeve end Valve Assembly 9.30.2 fileitgs T.ppfng viva dull be fumuhed with ganged wet end wnen'boa Nving.maehmod projection on the flaga m matt 9-30.21T1 Transition Rednrjry and flaible with .reachuted races. on the ouch Bang- of the uPpmg .herd kid crosme The outlet rod.that confafm in dimenuone Coupling, m thv AN'WA Swd.Ns for but, or rn%hxmc.l lomt Tnns.ion cruphns , reducing cuuplmgs wnnwtom,except uw ov ouude of the hub.hall hwe a urge bra-.ition-rui xmil wupling.. .nd flexible wupbngs for ester tinge fir.aching.cinlbng m.chinc The m,opening of we , ^ ma•.r .,all be co,npr-.ion type. wumwai with dueWeg-y vslva still be I.,,,den rwrmsl .ire to permit full dumau ' ten and ductJe or mstlabk ten fo0owe. Bolts and ems Tapping skeva .hall be cast turn. wanlms—wait raw Wall be ductile iron Factory dNth r`.W be tk aundard of epoxy-eat wei,air other approved material the mauuucturer. 9-30.5 Hydrane f-30.1 Val," i'v< hydnnU sha0 be lows. or approved egad. Approva m l ust be obtained prior a bid opmin. 9-30.3(11 Gate V'dres Foe hydranu shin wnform m AW WAC5rLAdikLhe V.1m aball be designed for a mkimum valet operating w„yN manuhaurr, and of .paem approved by etc pressure of 2" PSI. Gate elves .hid by Iowa List Id, ConvscOng Agency Mueller Company No.A2580,Kennedy,or Mail. j - Approval oe va]m other than m.deh spell d shall be 9-30.50) End Conmeetian obaked prior an bid opm og. Hydnou ebafl be constructed with mahaakal joint t 0 gal valve Ins tbs.12-be dlamewr shall kelude.tt meaenion nabs otherwhe aperined 1a bid prop-at t'a W cast Yoe gal valve box a.d eteuka,a requited. daerdptiom _- d AB 12'dkaaet,and rrger gal vaha A"be Walled)n a The and m)mecoom shut be rrrmluniul)pint of tinged vauh. Sae R'a:s Suodard Detail for 12-pur al,,alterably confonw,g m ANV.'A C110.C:10.,and CIII. nun and I'bypass Installation. ,.. , rate vxb vx ALD wnform to ANIiiiA C500 and shall be On. 940,5(2) Hydrant Dimension body,bmm vxnunud,double due venh,broom vwdgvg device . and 0-run.amffing box 9-30.3(31 Bulterny Valves Butterfly the- shall be Dresser e50 n- Pan Groundbog. Page-SPde6 Rmuoo Dam.April 26, 1993 W t }JO N'a4r Distrilruwa NLtrrub 9-30 Wstar D'utributiu0 ALtari.b ys -Wa"'w FrA.e 6 � wane .'"M. ham.. s....aa..,,,p .... Pr,.r-„-r aa.r. +r-.. -, iarHwar6-flhr�aaFrna,e�dPpk Flee hydrant, shall be Core? type iopening -fib the Pressure)eoaformmg b AN W A C-60htg9 s itb a 6 inch mle and a h1.V.O.of! ioeb". ho 2 IR inch hose 00.11. -ilh _ Nat6n.1 Standard ) 112 threads per inch and one 4 in.h pumper oozzla with the or- %.a* Panero 6 threads per �T ioc h, 60 degrees V. Threads, O.D. Thread 6.995 and root diamner 4.6261, 1-I14` PrntgOo oPeratiod out opened by turning enuaw ebthw6e OrD). All IWIIJcl shall be 0uW wth cut wn Nraded cap,--rah 1 aPersung nut of the ume des:gn and pmpemons a the hydrant 9 ; stem nut CaP..hall be Ihraded a fit Ne corresponding noules _. and "U be fined wth auiuble rwopmne gukeu for pnsimc ss.uc 4htneu un::r u.l prcnum 9-30.5(6) Guard Posts -� Guvd posu for hydrants shW be provided-here sho-n on Q.c Plain (o01y B outside righlo(-wq) G:urd pom rp•a be ec-JOrcnd I-elftte 6..m knglh by 9.,he,m dumetcr ".6(7) Service Pipe PolyNDylene Pipe Polyetbyleoe pipe s6a0-N be Wed. . P"';to ^eTrRdeiarad-(er-�s-}urh +-30.6(3)C Polybutaln.e Pipe . Polybutalme pipe shall not be WW. t he a0!sw.Med rnu-.11be,. Rena Page-SP-ld,' Rew,c j Date APnI 26. 1993 .am W�P-27-0352 DAYICN AVE NE SAN. SS LID #337 - Bid Spas. 4+ ji �. ` . ,.. l� '. ➢ip 'P� M1n F ,, +Y iS gl5ri � ♦�'` ) 1 A i; I f x 3'y 1 tii_I':: 1 r4i '8a `.Y DIVISION 1 GENERAi.REQUIREMENTS .., 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions(APWA Only) Add the following definitions: CITY -• The City of Renton-OWNER Co tracting Agency The City of Renton Bid Opening Date(APWA Only) The date on which the Contracting.Agengq publicly opens and reads the bids. S - Award Date(APWA Only) The date of the formal decision of the Contracting Agency to accept the lowest responsive, responsible Bidder for the work. Contract Execution Date(APWA OWV) The date the Contracting Agency officially binds the CONTRACTOR to the contract. Completion Date(APWA Only) The contract deadline date for completion of all the work the contract requires. This datc may be revised to conform with authoriztd adjustments of rant:act time. Substantial Completion Date(APWA Only) The date established by the Contracting Agency or ENGINEER when the contract work is completed to a point that the formal 1,occdurcs for liquidated damages will no longer be used and liquidated damages thereafter will :,c assessed on the basis of direct engineering and related ... cost for overruns of the contract time until the Actual ComnP Lion D-'e Actual Completion Date(APWA Only) ..) The date established by the ENGINEER as the date that all the work the contract requires is complete •,• Jati..varcttrcov S.ran .tn'�ui N'..rlai.ua:i.niviw,n 1 Wa.t fi Acceptance Date(APWA Orly) The date the Contracting Agency accepts the completed contract and items of work shown in the final estimate. Notice of Award(APWA Only) The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid. OU7ffA The City of Renton 1-03 AW'.iul AND EXECUTION OF CONTRACT 1-03.1(2) Consideration of Bids(Addition) The contract,B awarded,will be awarded to the lowest responsive,responsible bidder. 1.03.2 Aw•atd of Contract(Revision) I � The tomcat[award or bid rejection will occur within 30 cNendar days after bid opening. j 1-03.3 Execution of Contract(Addition) Add the following to this section. W Execution of contract will be subject to final approval of loan agreement with Department of Community Trade and Economic Development. 1-04 SCOPE OF THE WORK w 1-04.12 Hours of Work(Additional Section) 7 General hours of work for the Project shall be limited to the hours of 7:00 a.m.to 5.00 p.m. The Hours of Work may be changed at the discre0on o:the ENGINEER when it is in the interest of ^r the public or the CONTRACTOR due to reasons of safety, health and welfare and must br J approved in writing prior to the start of construction work. The CONTRACTOR shall give a minimum of 48 hours notice to the Contracting Agency prior to work on any roadway and shall n+ do no work on the roadway without a traffic control plat approved by the City Traffic w Engineering Division. u a ywvapr<pruv.kn bh .pc w Pnmwwa,niv.1 Paaa 1 k is +e�� i i 1-05 CONTROL OF WORT( i1.05.5(2) Construction Staking(Supplemental Section) i Construction staking and as built notes and informatiun shall be supplied by the contractor's surveyor as provided in the supplemental specifications 1-05.50)and 1-05.5(5),and paid for as 'Construction Staking and As-Built Information',per lump sum. The CONTRACTOR shall be responsible for securing the services of a professional land survevur registered in the State of Washington who shall provide all survey staking needed in conjunction iwith the projt et. 'I`ids staking shall consist of,but not be limited r,,. Roadway Centerline i Sanitary Sewer Alignment and Grade Stakes (50'max interval for laser centrop (30'max interval for batter boards) Manhole locations Grading and Paving L,nits and Grades Monuments(Reference and Restoration) Right of Way and Easement Limits Locating and Resetting of Key Landscape Features,Fences,etc. The CONTRACTOR shall supply the CITY with required survey notes and notify the CITY for iinspection of the staking at least two working days in advance of the work taking place. The CONTRACTOR shall assume full responsibility for the accuracy of the staking and shall t^' provide all replacement staking or mstaking as needed. The CITY will provide the contractor's _. surveyor with the horizontal and vefical control needed to perform the construction surveying. i The CONTRACTOR's surveyor shall provide the ENGINEER the original field notes and a set of the field notes which shall contain asconstnncted locations of the improvements constructed under this CONTRACT. These notes shall contain as a minimum the center line station and offset and cut to each manhole,sewerlrne cut stakes and c.Tsets,inlets,c:eanouts,side sewers,and all other changes in alignment or grade as may be needed to draw accurate as constructed records of the project These notes shall he kept:egibly,in a format conforming to good engineering practice in a hard covered field book supplied to the CONTRAC l'OR's surveyor by the CITY on request. It shall be the CONTRACTORS responsibility to record the location by centerline station,offet, and depth below pavement, of all existing utilities uncovered or crossed during his work as covered under this project. It shall be the CONTRACTORS responsibility to have his surveyor locate by centerline station, a offset and elevation, each major item or work done under this CONTRACT. Major items or work shall be defined to include the following items: Manholes Inlets,'Inverts Cleanouts i mmi,Mirt,rsva,.d ,mh 1,1,11 Pro, n,,,,mn i 11µc 1 ,e+ Side Scwcm + Major Changes in Design Grade(s) After the completion of the work covered by thi:. CONTRACT. The CONTRACTORS surveyor shall provide to the CITY the hard cover field book(s)containing the construction staking, and as-built notes and one set of full size prints of the construction drawings upon which he has plot.ed the survey notes locating existing utilities, and has plotted the as-built location of the i new work as recorded in the field book(s). This drawing shall bear the surveyors seal and i signature certifying its accuracy. a. 1-07 LEGAL.RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1.07.1(6) Archaeological Discoveries and Historic Pr+ rvation Clause (Addition) The Contractor shall adhere to the National Historic Preservation Act of 1960 and 36 CFR 800 which provide for the preservation of potential historical, architectural, archaeological, or cultural resources(herein called "cultural resources") and fair compensation to the Contractor for delays resulting from such cultural.rsources investigations. v r Li the event that potential cultural resources are discovered during subs:vface excavations >t y the site of construction,the following procedures shall be instituted: A. The Owner shall issue a Work Suspension Order directing the Conr netor to cease all r ! construction operations at the jocatio.,of such potential cultural rrsou•ecs find. ! 8. If archaeological findings include human remains,the ENGINEER shall contact a ' !i qualified archaeologist in consultation with the State Historic Preservation Officer (SHPO)to evaluate the remains. �. t, C. Such Work Suspension Order shall be effective until such time as a quaked archaeologist can be called by the Engineer to assess the significance of these 71 '. potential cultural resources and make recommendations to the State Historical �* Preservation Officer. If the archaeologist,in consultation with State Historic i Preservation,determines that the potential find is a significant cultural resource,the ^' Owner shall extend the duration of the Work Suspension Order. — ' D. Suspension of work at the bcotion of the find shall not he grounds for any claim by I 1 the Contractor unless the suspension extends beyond the contract working days =il allowed for the project,in which case the Engineer will make an adjustment for increased time and/or cost of performance of the contract. 1.07.15 Temporary Water Pollution/Erosion Control(Addition) n The Contractor shall provide to the City of Renton, prior to the Preconstruction Conference, a d "red line"erosion control plan for review and approval. Said plan should be based on the King 'r County Surface Water Design Manual, as adopted by the City of Renton, and proper !^ construction practices. Erosion control will include, but not be limited to, such measures as J 5 4- detailed in the plans and specifications and in the following list: dtli mNnn'sr.rcrm,d,w.bn \ VI inn ttla,nn,ni.i+iun '�, i is,n y 9 t s M A. Before any construction activity occurs,a )m-construction meeting must be held with the City of Renton,Department of Public'Works,Project Manager. B. An limits of clearing and areas of vegetation preservation shall be clearly Bagged in the field and observed during cc nstruction. .J C. All required sedimentation/erosion control facilities must be constructed and in M� operation prior to clearing and/or other construction to insure that sediment-laden water does not enter the drainage system. All ere^ion and sediment facilities shall he maintained in a satisfactory condition until such time that clearing and/or construction is completed and potential for on-site erosion has passed. The implementation, maintenance,replacement and additions to erosion/sedimentation control systems shall be the responsibility of the contractor. D. The Contractor shall submit an en,sion,/sedimentation control plan for review by the City. The erosion/sedimentation plan shall meet the requirements of the City of Renton and King County Surface Water Management. As construction progresses and unexpected or sca-onal cot,1Hions dictate,the Contractor shall anticipate that more erosion and seclimenti bar -. .,tol facilwes will be necessary to insure complete siltation ontrol.n the mciposed site. It shall be the obligation and responsibility of the Contractor to revise or modify the erosion control facilities to meet any new conditions that may be created by his activities and to provide additional facilities, i1 over and above minimum requirements,as may be needed to protect adjacent properties and water qualiryr of the receiving drainage system. E. Review of the erosion/sc dimentation control plan by the City does not remove any responsibility of the Conu,.etor to protect all surface waters from silt and sediment from his construction operation. F. In any area which has been stripped of vegetation ar d where no further work is .r 'icipated for a period of 30 days or more,all disturbed areas must be immediateh 1 stabilized with mulching,grass planting,or other approved erosion-control treatment applicable to the time of year in question. Gnss scirchag alone will be acceptable only during the months of April through September,inclusive. Seeding may proceed, however,whenever it is in the interest of the City,but must be augmented with mulching, netting,or other treatment approved by the City of Renton,outside the !. specific time period. I1-07.16 Protection and Restoration of Property(Supplemental Section) Private property such as plants, shrubs, trees, fences, and rockeries within the work area shall be removed and restored to the satisfaction of the property owner. It shall be the COATRACfOR's responsibility to notify each property owner when it is necessary to remove such improvements to facilitate the CONTRACTOR's progress, and to remove those Improvements to locations requested by the property owner or to restore them to near original location in as near original condition as possible. All lawn within the area to be disturbed by the CONTRACTOR's operations shall be cut with a sod cutting machine, removed and disposed. a�y�i�n;a�eeptov.Jiw T!� vpecul rwvir un,DIVi*m 1 Pant 5 Y a 1 The disturbed lawn area shall be restored with sod, after trench is backfilled and compacted. The restoration of the distributed lawn area shall be performed under the following guidelines: u A. Topsoil shall be placed at a depth of 3 inches. ^" B. Topsoil shall be tilled to a depth sufficient to key into the subsoil,raked to a smooth even gmde without low areas to trap water and compacted,all as approved by the L engineer. C. Sod strips shall be placed within 48 hours of being cut. Placement shall be without ` voids and shall have We end joints staggered. The sod shall be rolled with a smooth $ roller following placement. D. Barriers shall be erected,with waming signs where necessary,to preclude pedestrian traffic from access to the newly placed lawn during the establishment period. ! E. The watering schedule of all newly laid sod shall be four times a week for three weeks. The waterm,shall be such duration as to soak the replaced sod thorough4 and promote good root growth. F. Such removal complete restoration..nd maintenance of the lawn shall be considered incidental to the bid item'Remove and Restore lAndscaping and Surface gg Improvements',per lump sum and no further compensation will be made. RI The CONTRACTOR shall notify all property owners along the construction area, by mail, prior to the start of construction. Names and addresses will be furnished by the CONTRACTING AGENCY. The CONTRACTOR shall further notify each occupancy in person a minimum of three days prior to construction in front of each property. 1.07.17 Utilities and Similar Facilities(Supplemental Section) The CONTRACTOR shall provide written notification to the ENGINEER whenever an adjustment to the new sewerlmc location or grade is known to be required in order to avoid conflicts. locations and dimensions shown in the plans for existing buried facilities arc in accordance with available information obtained without uncovering, measuring, or Other verification. The CONTRACTOR shall be responsible for determining their exact location. All utilities shall be potholed to locate them horizontally and vertically a sufficient time in advance of the pipe MJ excavation,removal,and laying operation to allow adjustments to be made as necessary to avoid 113 conflicts. The CONTRACTOR is alerted to the e. istence of Chapter 19.122 RCW, a law relating to unuerground utilities. Any cost to the CONTRACTOR incurred as a result of this law shall be at the CONTRACTOR's expense. The contents of Chapter 19.122 RCW arc provided as follows: m)ran%rlrcPmv Ooc run 1TWW Yn ri A,Divivnn r Paµ n n fi J { Y `C Y RCW 19.122 UNDERGROUND UnU-nEi4 19.122.010 Intent It is the intent of the legislature in enacting this chapter to assign responsibilities for locating and keeping accurate records of utility locations, protecting and repairing damage to existing underground facilities, and protecting the public health and "firn from interruption in utility services caused by damage to existing underground utility facilities j1984 c 144 f 1,1 19.122.020 Definitions Unless the context clearly requires otherwix, the definitions in this section apply throughout this chapter. .; A. "Business day'means any day other than Saturd , Sunday, or a legal local, state, or federal holiday. Jd B. "Damage"includes the substantial weakening of structural or lateral support of an underground facility, penetration, impairment, or destruction of anv t.rdcrgrocnd protective coating, housing, or other protective device, or the sevt ice, partial or complete,of any underground facility to the extent that the prc,. -t owner or the affected udbp•owner determines that repairs arc required. C. "Emergrnev"means any condition constituting a clear and present danger to life or property,or a customer service outage. D. 'Excavation' rr •ns an) open-ion in which earth, rock, or other material on or below the ground is moved or otherwise displaced by any means, except the tilling of soil less than twelve inches in depth for agricultural purposes, or road and ditch maintenance that does not change the original road grade or ditch Ilowline. E. 'Excavator"means anv person who engages directly in excavation. F. 'Identified facility' means anv underground facility which is indicated in the projec plans as being located withi, the area of proposed ex^motion. G. 'Identified but onlocatable underground IACillt)•' means an underground facility which has been identified but cannot be located with reasonable accuracy. � H. "Locatable underground facility" means an underground facility which can he field-marked with reasonable accuracy. 1. "Marking'means the use of stakes,paint,or other clearly identifiable materials to show the field location of underground facilities. In accordance with the current color code standard of the American public works association. Markings shall include identification letters indicating the specific type of the underground facility. anon.,.crrrA..,w,.mn �rµ.ul Ynrvnron>.Urvivnn I Yaµo` J. 'person' means an individual, partnership, franchise holder, association, corporation, a state, a city, a county, or any subdivision or instrumentality of a state,and its employees,agents,or legal representatives. K. 'Reasonable accuracy' means location within twenty-four inches of the outside dimensions of both sides of an underground facility. L. 'Underground facility'means any item buried or placed below ground for use in connection with the storage or conveyance of water, sewage, electronic, telephonic or telegraphic communications, cablevision, electronic energy, petroleum products, gas, gaseous vapors, hazardous liquid, or other substances and including but not limited to pipes, sewers, conduits, cables, valves, lines, wires,manholes,attachments,and those pans of poles or anchors below ground. M. 'One-number locator service'means a service through which a perscia can notify utitities and request field marking of underground facilities. 11984 c 144§ 2.1 19.122.030 Notice of excavation to owners of underground facilities -- One- number locator service -- Time for notice -- Marking of underground facilities--Costs Before commencing any excavation, the excavator shall provide notice of the scheduled t commencement of excavation to all owners of undergroum' facilities through a one- number locator service. All owners of underground facilities within a ono-number locator service area shall subscribe to the service One number locator service rates for , cable television companies will be based on the amount of their underground facilities It no onanumber locator service is available, notice shall be provided individu:dh to those owners of underground facilities known to or suspected of having underground facilities within the area of proposed excavation. The notice shall be communicated to the owners of underground facilities not less than two business days or more than ten business days before the scheduled dale for commencement of excavation, unless ' otherwise agreed by the parties. Upon receipt of the notice provided for in this section, the owner of the underground ' facility shall provide the excavator with reasonably accurate information as to its locatable underground facilities by surface-marking the location of the fac4ities If there arc Identified but unlocatable underground facilities, the owner of such facilities shall provide the excavator with the best available Information as to their locations. The owner of the underground facility providing the information shall respond no later than two business days after the receipt of the notice or before the excavation time, at the option of the owner, unless otherwise agreed by the parties. Excavators shall not excavate until all know facilities have been marked. Once marked by the owner of the underground facility, the excavator is responsible for maintaining the markings Excavators shall have the right to receive compensation from the owner of the underground facility for costs Incurred if the owner of the underground facility does not t, locate its facilities in accordance with this section. JaprvV•IKawav dw;M sprcml Ymrlu,rx.nrvwon i ray s �I The Owner of the underground facility shall have the right to receive compensation for cases incurred In responding to excavation notices given less than two busmcws days prior to the excavation from the excavator. An owner of underground facilities is not required to indicate the presence of existing service laterals or appurtenances if the presence of existing smite laterals or appurtenances on the site of the construction project can be determined from the presence of other visible facilities, such as buildings, manholes, or meter and junction boxes on or adjacent to the construction site. Emergency excavations arc exempt from the time requirements for notification provided in this section. If the excavator, while performing the ontract, discovers underground facilities which -' are not identified, the excavator shall cease excavating in the vicinity of the facility and immediately notif) the owner or operator of such facilities or the On mmber locator service. j 19B8 c 99 S 1 1984 c 144 S i t 19.122.040 Underground facilities identifled in bid or contract -- Excavator's duty of reasonable care--Liability for damages•-Autorney's Fees. A. Project owners shall indicate in bid or contract documents the existence of underground facilities known by the project owner to be heated within the proposed area of excavation The followi.ag shall be deemed changed or differing site conditw. s: L An underground facility not identified as required by this chapter or other provision of law;and M. 2. An underground facility not located, as required by this chapter or other provision of law,by the project owner or excavator if the project owner or ". excavator is also a utility. B. An excavator shall use reasonable care to avoid damaging underground facilities. An excavator shall: 1. Determine the precise location of underground facilities which have been marked; 2. Plan the excavation to avoid damage to or minimize imerfcrcnce with underground facilities in and near the excavation area,and 3 Provide such support for underground facilities in and near the —• construction area, including during backfdl operations, as may be reasonably necessary for the protection of such facilities. C. If an underground facility is damaged and such damage is the consequence of .hc failure to fulfill an obligation under this ch.ipter,the party failing to perform that obligation shall he liable for any damages. Any clause in an excavation contract � yytuvMKeMnvax,eA vPrvlil Mnlvlvm.Ixvlwurl PVW•r Yn i Ar k r � 4 r -------------- which Attempts to allocate habili ty, or requires he provisions to shift ter economic consequences of IlabjBty,differ_nt from the provisions of the chap[""is against public policy and unenforceable. Nothing In this chapter prevents the parties to an excavation contract from contracting with respect to the allocation Of risk for changed or differing site conditions. D. In any action brought under this section, the prevailing party is entitled to mawnable attorneys fees. 11984 c 144 S 4.) 19.122.05 Damage to underground facility -- No notification by excavator -- 'Repairs or relocation of facility A. An excavator who. Ir the course of excavation, contacts or damages an underground lac lily shall notify the utility owning or operating such facility and the one number Im%lor service. If the damage caul s an emergency at condition r� the rxcavor causing the damage shall also alert the appropriate local public, ■safety agencies and take all appropriate steps to ensure the public safety. No O damaged underground facility may In;buried until it is repaired or relocated B. The owner of the underground facilities damaged shall am nge for repairs or relocation as soon as Is practical or may permit the exca•'ator to de neeessaly "'Pairs or relocation at a mutually acceptable price 11984 c 144 S " i 19-122.060 Exemption from notice and marking requirements for property owners An excavation of less than twelve inches in vertical depth on private noncommercial Property shall be exempt from the requirements of RCW 19.122.0W if the excavation is being performed by the person or an employee of the person who owns or occupies the t property on which the excavation is being performed 11984 c 144 S b-1 19-122.070 Civil penalties -Treble damages--Existing remedies not"affected A. Any person who violates any provision of this chapter, and which violation results in damage to underground facilities, is subject to a civil penalty of not more than one thousand dollars for each violation. All penalties recovered in such actions shall he deposited in the general fund. R. Any excavator who willfully or maliciously damages a field-marked underground facility shall be liable for treble the costs incurred in repairing or relocating the facility. In those cases in which an excavator fails to notify known underground ,facility owners or the one-number locator service, any damage to the undo ground facility shall be deemed willful and malicious and shall be subject to treble damages for costs incurred in repairing or relocating the facility. damage, including that to underground C. The chapter do-s not affect any civil remedies(or pen facilities inlury or fix propene facilities, nor does this chapter crest any Q new civil remedies(or such damage. 11984 c 144 S 7.1 i brtrwywprur aa.,",r, r"ri'ul Pn�va„�yt.,ixriw�n 1 e+as to C �i 19.122.080 VI'aiver of notification and marking requirements The n,1�1,ation and malting provislons of this chapter may be waived for one or more designated persons by an underground facility owner with respect to all or pan of that underground facility owners own underground facilities 11984 c 144 S 9.1 J 19.122.900 Sevrrability--1984 c 144 i If any provisions Of this act or its application to any person or circumstance is held Invalid, the remainder of the act or the application of the provision to other persons or circumstances is not affected. 11984 c 144 S 9.1 1-07.18(2) Coyeragcs(Revised) All policies shall provide for thirty(30)days written notice by ceniRed mail of any reduction or modification, cancellation or nonrcnew•aI of insurance policies required under Contract "%Gill endeavor'and"but failure to mail such notice shall impose no Obligation or liabiliy of any kind upon the Company,its agents or representatives"wording will be deleted from certificates. Policies shall he provided only by companies with an "Alfred M. Beet Rating" of not less than A X11(At 2). 1.07.18(3) Wmirs(Replace) 'flue limits of liability for the insurance required shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations Commercial General Liability ` 2 000 000 General Aggregate Products/Completed S 1,000,000 Operations Aggregate Each Occurrence S 1,000,000 PersonaflAdaertising Injury $ 1,000,0G0 Fire Damage $ 50,000 Any one fire Medical Expense $ 5,000 Each person Stop Gap $ 1,000,000 .Automobile Liability Bodily lnjuryt'Propeny Damage $ 1,00o,000 Fach Accident Workers'Compcnsmion. 1 Statutoy Benefits Employers'Idabibty $ 1,000SM/SS00,000/S 100,()00. Umbrella Liability', $ 1000,000 Each Occtrrence S 1,000,000 General Aggregate Products/Compicted Operations Aggregate S 1,000,000 "1b,may he pmvldcd by enttotwmcnt under the Gencral twhibty and h known as Stop Gap liabilay cpcalJ rmrtxum..Dniwm i hymn nprcpnw J�w'.1+h raae ll 8 Providing coverage N these stated amounts shall not be construed to relieve the contractor from .+liability N excess of such limits. Policies shall include premises and operations, products completed operations, independent contractors, contracting agency and contractors protective, explosion, collapse, underground hazard, contractual liability, personalty injury/advertising injuy, Broad Forth property damage independent contractors and stop gap liability. Comprehensive automobile liability shall Include owned,hired,and nonowned vehicles. Policies shall also specify that insurance provided by the contractor will be considered primary and not contributory to Any other insurance available to the contracting agency 1-0'.18(4) Evidence of Insurance(Replace) by submitting to the CONT ACTING AGENCY the follosvvtg Within 20 days of award of the contract the CONI'RAC 0R shall provide evidence of insurance !' A. City of Renton Insurance Information Form(attached herein)without modification. B. Insurance Certification Form(Acord Form or approved equal). Said Certification Form will identify the Alfred M.Best Rating and have the cancellation language edited to meet the requirements of Section I0?.IR(2)above. C. Insurance Endorsement(attached herein)executed by an appropriate representative of the insurance company(ies). City' The CONTRACTING AGENCY may,at its decision,grant an extension f D. The Declaration Pages of Relevant Insurance Policies in a form as approved b) the deadline to receive the declaration pages, or the 1.09.14 Payment Schedule(NER7 GENERAL 1-09.14(A) Scope e A. Payment for the various items of the Bid Sheets,as further specified herein,shall include all compensation to be received by the CONTRACTOR for furnishing all tools, equipment,supplies,and manufactured articles,and for all labor,operations,and incidentals appurtenant to the items of work being described,as necessan,to complete the various items of the WORK all in accordance with the requirements of the Contract Documents,including all appurtenances thereto,and including all costs Of compliance with the regulations of public regulations of public agencies having Jurisdiction.including Safety and Health Administration of the ULS. Department of labor(OSHA). No Separate payment will he made for any item that is not specificalh set forth in the Bid Schedules,and all costs therefore snail be included to the prices named in the Bid Schedules for the various appurtenant Items of work. a�yn�n.IKetxov ducthA , aMcw PI'oa,yun+.Unsvun i PAµr 1 t B. The Owner shall not pay for material quantities which exceed the actual measured amount used and approved by the Engineer. 1.09.14(B) Mobilization(Bid Item IN Measurement for mobilization shall be based on the establishment of all site improvements required to begin construction: project schedule, and transportation of equipment to the project site, receipt of all bonds and insurance policies, obtaining all required permits, along with any other submittal and shop drawings requirements Payment for mobilization will he made at the lump sum amount bid based on the percent of completed work as defined in the 1991 Standard Specifications for Road, Bridge,and Municipal Construction(WSDOT) for mobilization, Such payment will be complete compensation for all mobilization of employees, equipment and materials, preparation of all necessary submittals, bonds,insurance,site improvements,etc.all in conformance with the Contract documents. 1-09.10(C) Trench Excavation Safety Systems(Bid Item 2) Measurement for trench excavation safety support systems will be based on a percentage defined as the amount of pipeline installed divit-d by the total length of pipe shown to be installed. Payment for trench excavation safety support systems will be made at the measured amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all equipment, labor,materials,hauling,planning,design,engineering,submittals, furnishing -- and constructing and removal and disposal of such temporary sheetir-;, shoring, and bracing complete as required under the provisions of any permits and in the requirements of OSHA and RCA' Chapter 49.17, etc, required to complete this item of work in conformance with the Contract Documents. 1-09.10(D) 8"Gravity Sewer Pipe(Bid Item 3) ill Measurement of 8" diameter sanitary sewer pipe of the type required will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for 8"diameter sanitary sewer pipe of the type required will be made at the amount bid _ per linear foot, which payment will be complete compensation for all labor, mat:rials, equipment, haulint vement cutting.AC pavement removal,excavation, dcwatedng, removal and disposal of wasu material, pipe of the size and type required, gaskets, installation, laying and jointing pipe and fittings,bedding,:rid pipe zone BII material,appurtenances, placement of _ Aid subsequent backfrll (native) materials, compaction, dewatering, water, grading, cleaning, and testing(exflltration or low pressure air test and deflection testing),etc, required to complete the work in accordance with the Contract Documents Import subsequent backfili materials are included in other bid items(See Bid Item 118). 1.09.10(E) Furnish and Install 48"Sanitary Manhole(Bid Item 4) Measurement for 48"sanitary sewer manholes will be per each for each type manhole installed In conformance with the Contract Documents. J.f to^/`1`•'cpnrr dui Tn 1)... I t Pa)ment of 48" sanitary sewer manholes will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials hauling, asphalt cutting,AC pavement removal,dewatering,excavation, removal and disposal of waste material, foundation material, concrete base, precast concrete manhole sections,gaskets, coating system (scaler), manhole frame and lid, installation, adjustment of frames to grade, ladder and rungs, appurtenances, connections, drop connector where required, backfilI materials, (native) placement,compaction,water,etc.required to complete all manholes in conformance with the 4 Contract Documents. Imported subsequent backfill materials arc Included in other bid items (sec Bid Item 08). I-09.10M Connect New 8"Dia.Sewer Main to Existing Manhole(Bid Item S) 0. Measurement for connection of new 8"sewer to existing manhole will be per each connection installed in conformance with the Contract Document. Payment for connection of new sewer(of the size shown)to existing manhole will be made at , the unit price bid per each, which payment will be comp.cte compensation for all labor, equipment, materials, extra excavation, suppon and protection from damage of existing I manhole, dewatering, coring of the existing manhole, rc-channclizing and grouting for flow channel (etc) in the existing manhole, installation and connection of new pipe to existing manhole, special gasket eGanection, roughening (sandblasting) of concrete surfaces, concrete block,minforring steei, forming,curing,closure,backfill,compaction, water,disposal of waste materials,etc.required to complete all work in conformance with the Contract Documents. 1-09.10(G) Furnish nd Install 6"PVC Side Sewer Pipe(Bid Item 6) Mcasumnitnt for 6"PVC side sewer pipe will be of the class shown and will be based on lineal footage measurements horizontally over the centerline of the installed pipe. Payment of 6"side sewer pipe will be made at the unit price amount bid per Lineal Foot,which payment will be complete compensation for all labor,equipment,materials,sawcutting,asphalt pavement removal,excavation, dewatering, hauling, and disposal of waste,6"PVC sewer pipe, coup!ings, bends, cap, finings, relocating water meters and water services if required, testing (lowprcssurc air test),bedding and pipe zone material,subsequent trench backfill(with native materials),wrier,compaction,etc. required to complete this item of work in conformance with the Contract Documents. Imported subsequent backfill materials are included in other bid items (see Bid Item 018). 1-09.10(H) Rcmoval and Replacement of Unsuitable Material(Bid Item 7) Measurement of removal and rcplacement of unsuitable material shall be measured in Tons based on the placed weight of material installed. Placement of foundation material will be a .Y measund only for the :rca(s) authorized by the ENGINEER. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the ENGINEER daily. Wasted materials will not be included in the measurement or payment. ; Payment for removal and replacement of unsuitable m.¢erial will be made at the amount bid per ton, which payment will be complete compensation for all, labor, materials, equipment. Ja)vnvikcrya.v.JuoLh Spcci.a Yroviwro,Dfr,.u,a i �J 1 I excavation, foundation materials, haul, placement, water, compaction, removal and disposal of waste material, etc. required to complete this item of work in conformance with the contract documents. 1.09.1o(1) Import Subsequent Backf 1U(Bid Item 8) d Measurement of import subs-Quent backfill shall be measured in Tons based on the weight of - material installed into the work. Certified weight tickets shall accompany each load, a copy of a tickets shall be given to the ENGINEER daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be -onsidcmd - for payment. Material placed outside of the pay limits will be deducted from the certified tickets. This bid item shall be used only with the approval of the ENGINEER. Any materials placed where not approsed will nuc be considered for payment. Payment for impon subsequent backfill will be made at the amount bid per ton,which payment ii will be complete compensation for all labor, materials, equipment, hauling, placement, water, 9 — compaction, removal and disposal of waste materials, etc. required to complete this item of work in conformance with the contract documents. 1-09.10(n Trench Patching(Bid Item 9) Measurement of trench patching shall be in square yards, hcrzontally over the completed _ surface of the trench. Trench patch measurement width shall or as defined by the limit of trench patch payment shown in u,. -trao documents, unless otherwise approved by thr ENGINEER. Payment for trench patching(crushed surfacing, top course and asphalt cement concrete) will be made at the amount bid prr square yard,which payment will be complete compensation for ell labor, materials, haul, surface preparation, gravel materials including crushed surfacing, top course -rater, compaction, temporary trench patch (placement and removals , asphaltic materials, tack oil, placement, final trench patch, cleanup, pavement stripping (to match existing stripping), etc. required to complete this imn of work in conformance with the contract documents. .sA, W 1.09.1o(K) Asphalt Crncrete Pavemrm overlay(Bid Item K) .— Measurement of Asphalt Concrete Pavement Overlay shall be in tons based on the placed weight or material installed. Placement of Asphalt Concrete Pavement for street overlay will be —' measured only for the area authorized by the ENGINEER. Certified weight tickets shall accompany each load with copies of tickets given to the ENGINEER daily. Wasted materials will not be included in the measurement or payment. Payment for Asphalt Concrete Pavement for Overlay will be made at the amount bid per ton which payment will be complete compensation for all labor,equipment,materials.haul,surface prepartion,tack,class•B•asphalt, placement,finishing,compacting,adjusting manholes,valve boxes, etc and restoration required to complete these items of work in accordance wash the contract documents. Aa)am,y+ralxnvdc:Trt >pa.ul l'rvv.+unu,Unniun i Yaµr 15 1.09.10(L) Temporary Erosion/Sedimentation Controls(Bid Rem 11) Measurement for temporary erosion/sediment control(s)will be based on the percentage of total �t work complete,by dollar value,at time time of measurement. Payment for temporary erosion/sedimentation contry is) will be at the lump sum amount bid, which payment shall be complete comp isation for all labor, materials, equipment, straw-bale dikes,silt fencing, plastic sheeting,etc. r,.luimd to complete this item of work in conformance with Contract Documents, 1.09.10(M) Remove and Restore Landscaping and Surface Improvements(Bid item 12) R/ Measurement for removal and restoration of landscaping, and surface improvements will be based on a percentage of the number of properties restored to the satisfaction of the Projccl Manager,along Dayton Avenue N1.and NE 22nd St. Payment for removal and restoration of landscaping and surface improvements will be made at the estimated percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor, materials, equipment, notification to property owners, removal, replaccmem, repair and restoration of all surface improvements disturbed by construction such as plants,shrubs, trees, lawn sod,fences, rockeries, mailboxes, planters,edgings,driveways and park strips, including all base and surface courses,etc. to their original location and grade and/or satisfaction of the property owner, backfili, compaction, watering, fertilizer,cleanup and disposal of waste materials required,etc.to complete the work in accordance with the contract documents. 1-09.10(N) Construction Staking and As-Built Information(Bid Item 13) Measurement of construction staking and as-built information will be based on the percentage of total project work completed as determined by the ENGINEER. j Pavmcnt for construction staking and as-built information will be made at the measured amount earned percentage for the pay period times the lump sum amount hid, said payment will be O complete compensation fo, all labor, materials, equipment, travel. surveying needed to a construct the improvements to the line and grade as shown on the plans, to provide the required construction and qs-constructed field (as-built information) notes, cleanup, etc. required to complete this it-in of work in conformance with the contract documents. 1-09.10(0) Traffic Control(Bid Item 14) Measurement for traffic control for work as shown on the plan will be based on the percentage of total project work completed as determined by the ENGINEER. Payment for traffic control for work will be made at the measured percentage amount for the pay period times the lump sum amount bid,said payment will be complete compensation for all labor,materials,equipment,prepare and conform to the approved Tragic Control Plan,provide for uhlic convenience and safety, detours, flagging, barricades, Bashers, signs, traffic control V ypnninpr.rym.Ax'/M1M1 �prcul Ym.rvom,nivaon t Yaµa'I(, devices,cleanup etc. required to complete this item of work in conformance with the contract documents. 1.09,10(p) T.V.Inspection(Bid Item 15) Measurement for T.V. inspect u.n of the new 8" diameter sewers will be for the complete joh. partial measurement will be made at the percentage of the job complete. Pa)"cnt for T.V. inspection of the new 8" diameter Sewers in accordance with specrftcauan section 7-17.30A will be made at the lump sum price bid, which payment will be considered complete compensation for all labor, materials, equipment, perform television inspection and prepare videotape record of all new 8" sewers constructed as part of tite project snd record cidcotapcs. 1-09.10(Q) Re-Establish Monuments(Bid Item 16) Measurement fur reestablishing existing monuments will be per each monument reestablished, in conformance with RCW 58.09.130. Payment for reestablishing monuments will be made at he unit price bid per each, which payment will be complete compensation for all labor, equipment, materials, excavation, new monument with housing,placement,installation,backfill,compaction,restoration,etc.required to reference the existing monument and reestablish a new one after sewer constniction and restontion is complete,in conformance with the Contract Documents. w 1 1 m>+oo„r,nrew mY,en s�Y„i r•.,.iw,�..t>,ry r i1 a .W... „6 '•.. ANA _ Fat a _ DIVISION"I DRAINAGE STRUCTURES,STORM SEWERS SANITARY SEWERS, WATER MAIN AND CONDUITS �y. 7-05.3 Construction R+quirements(Addition) Add the following to the se^ond paragraph of this section All manhole sections,adjustment rings, and castings shall be grouted in place and seal coated per Section 94)8.20). 7.17.2 Materials(Addition) Revise the pipe materials to read as follows: e Reinforced Concrete Storm Sewer Pipe Section 905'(2) s PVC Sewer Pipe- Section 9-05.12 Ductile Iron Sewer Pipe Section 905.13 Backfill material for removal and replacement of unsuitable material shall be Ballast and meet the requirements of Section 9-03.90). w 7-17.3(1)B Pipe Bedding(Addition) Y■I Pipe bedding material for all pipes shall be placed to a depth of 6" below the bottom of the pipe and extending 12"above the crown on all pipes. Pipe bedding shall meet the requirements of Section 9-03.9(3)(Top COniX). Revise the fourth (4th) paragraph of this section in the City of Renton Standard ° Specifications(page SP-77)to mad: t The hand placed bedding around the pipe and to a point 12 inches above the crown of the pipe shall be mechanically compacted to 90 percent. Care shall be taken to avoid displacement of the pipe or damage to the pipe during compaction The :! remaining backfill shall be mechanically compacted to 95 percent relative density. n Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction shall be accomplished by using a suttablt tamping tool to fin"')' tamp bedding material under the haunches of the pipe. Care shall be taken to avoid M displacement of the pipe during the compaction effort wi aaPum>ry.>pmr din ran r+u. in iJ w Jy;[•. f1�R t r � r a t45. i r k 7-17.3(2)A Survey Line and Grade(Revision) Delete this section and add the following: 'Survey line and grade control will be provided by a licensed surveyor retained by the 1 CONTRACTOR,in a manner consistent with accepted practice.' The CONTRACTOR shall provide surveying for the project as defined in Section 1-05.5(2). I Exact location of the side sewers will be determined by the ENGINEER, prior to construction, through coordination with the property owners. Proposed location of side sewers will be communicated to the CONTRACTOR through redlined plans land/or stakes on the properties. The ENGINEER shall have the authority to revise the location as necessary. The CONTRACTOR or their agent shall keep records of the sewer mains,manholes and side sewer locations 0,r the as-builts. 1 7.17.3(2)R Pipe laying(Addition) All pipe,fittings,etc,shall be carefully handled and protected against damage, impact .,, shocks, and free fall. All pipe handling equipment shall be acceptable to the ENGINEER. Pipe shall not be placed directly on rough ground but shall be supported in a manner which will protect the pipe against injury whenever stored at the trench ._ site or elsewhere. No pipe shall be installed where the lining or coating show defects that may be harmful as determined by the ENGINEER. Such damaged lining or coating shall be repaired,or a new undamaged pipe shall be furnished and installed. The CONTRACTOR shall inspect each pipe and fining prior to installation to insure that there arc not damaged ponions of the pipe. Any defective,damaged or unsound pix shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Pipe shall be kepi clean during and after laying. All openings in the pipe line shall be closed with water tight expandable type sewer plugs at the end of each days operation or whenever the pipe - ling$ arc left unattended. The use of burlap, wood, or other similar tcmPor ry plugs will not be permitted. y; i Pipe shall be laid directly on the imposed bedding material. No blocking will be 1 permitted, and the bedding shall be such that it forms a continuous, solid bearing for the full length of the pipe. Rell holes shall be formed at the ends of the pipe to provide hdl length harrcl suppon of the pipe and to prevent point loading at the bells or couplings. Where necessary to Wise or lower the pipe due to unforeseen obstructions or other causes,the ENGINEER may change the alignment and,,or the gmdes. Except for short runs which may be permitted by the ENGINEER, pipes shall be laid uphill on grades exceeding 10 percert. Pipe which is laid on a downhill grade shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. Eatyon;.pecaprov tlor Tn ywcial rnmwm.,nirini..n' Unless otherwise required, all pipe shall be laid straight between the changes in alignment and at uniform gn le between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall be placed with the m'nor axis of the reinforcement in a vertical position. Immediately after the pipe joints has been made, proper gasket placement shall be ' checked with a feeler gage as approved by the pipe manufacturer to verify proper gasket placement. 7.17.3(2)E Gasketed Joints Add the following to end of the xcond(2nd)Paragraph of this section'. Care shall be taken by the CON•fRACfOR to avoid over pushing the pipe and damaging the pipe or joint system. Any damaged pipe shall be replaced by the Contractor at his expense. i 7.17.30) Backfifling Sewer Trenches i■ Revise the second semence to read as follows: The CONTRACPOR shall not have more than 150 feet of trench open in which the sewer has been complete-, except by permission of the ENGINEER s Add the following: Unless called out differently on the plans, imported subsequent backfill shall meet the requirements of Bank Run Gravel for Trench Backfill- Section 9-03.19. The percent passing the U.S.No. 200 Steve shall be limited to 5.0 percent(passing)maximum. is 7-17..1(4) Cleaning and Testing 7-17.3(4)A General(Addition) '+ Side sewers stubbed to the property line shall be air c l;j 7-17.3(4)H Deflection Test for Flexible Pipe(Replaced) Delete this section and replace with the following'. V Sanitary sewers constructed of flexible pipe shall be tested for deflection not less than 30 days after the trench backfill and compaction has been completed. The test shall be conducted by pulling a properly sized "go-nogo" mandrel through the completed pipeline. Testing shall be conducted on a manhole-to-manhole basis and shall be done P'r after the line has been completely flushed out with water. IJ lot datlon npcatwv,I,r,'hh S�rvnat Pro.,unos,p,vxxr The mandmi shall be a rigid, nonadjustable mandrel having an effective length of not less than its normal diameter and an odd-number of legs(9 legs minimum). Minimum diameter at any point along the full length of the mandrel shall be 95 percent of the base inside diameter of the pipe being tested. Base inside diameter is derived by Subtracting a statistical tolerance package from the avenge inside diameter. The tolerance package is defined as the square toot of the sum of squared manufacturing tolerances. The tolerance package for controlled outside diameter pipe consists of (1) outside diameter tolerance specified in applicable ASTM Standard,(2) 12 percent of one wall thickness specified in applicable ASTM Standard, and (3) out of roundness tolerance listed in appendix of applicable ASTM Standard. The items in the tolerance package for controlled inside diameter pipe consists of(1) inside diameter tolerance listed in appendix of applicable ASTM ^ Standard and (2) out of roundness tolerance listed in appendix of applicable ASTM tr. Standard. When out of roundness tolerance is not listed, use 3 percent of avenge xJ inside diameter. The avenge inside diameter for pipe with controlled outside diameter shall be equal to the avenge outside diameter as specified in applicable ASTM Standard minus two r minimum wall thicknesses as specified in applicable ASTM Standard and minus two t.. times excess wall tolerance of 6 percent. The average inside diameter for pipes with r controlled inside diameter shall be the average inside diameter as specified in applicable ASTM Standard. I` ... The Contractor shall be required, at no expense to the Contracting Agency, to log ac and uncover any sections falling to pass the test and, if not damaged, reinstall the pipe. The use of a vibratory re-rounding device or any process other than removal or reinstallation shall not be acceptable. The Contractor shall retest the section after replacement of the pipe. ,. 7.173(4)1 Television Inspection Revise the Second Sentence of the First paragraph to read as follows The costs incurred by the CONTRACTOR will be coven�.d by the bid item for such - television inspections, and all costs associated with the initial inspection and any requested additional inspections shall be included. The CONTRACTOR shall use TV inspection report forms as considered industry standard and as approved by the OWNER, and provide completed forms and video tapes of the completed TV inspection to the OWNER J Yaµ.n DIVISION 8 MISCELLANEOUS CONSTRITC('ION 8-13 MONUMENT CASES 8-13.1 Description(Replaced) The CONTRACTOR shall retain the services of a registered survq or for re-establishing ' monuments impacted by construction This work shall consist of a registered surveyor referencing existing monuments which will be impacted by the sewer installation prior to construction. After construction is complete, the monuments shall be reestablished by the surveyor in conformance with RCW 58.09,130. 8-13.3 Construction Requirements(Revised) Revise last sentence: The m �ment will be furnished and set by the COYITtAC'fOR'S SURVEYOR. w� fE mroanrrs.a�..axJxi, sm"al Poa�Ix i_ }J i iDIVISION 9 MATERIALS ` 9-03.11 Recycled Concrete Rubble(Additional Section) Recycled concrete rubble may be used as, or blended with "imported backfill material or ballast for replacement of=suitable foundation. iA preliminary sample of the recycled concrete, and native material if anv, used for imported backfill or ballast shall be submitted for testing for L\Wear and Degradation j Factor. In addition, the source of any native material that may be blended with the recycled concrete rubble s9all also meet the specifications for LA Wear and Degradation Factor for the type aggregate being used. A maximum of 10 percent by weight of recycled asphalt pavement may he used in the blended product The asphalt content is calculated as the amount of asphalt particles retained on all screens 1/4 inch and above. The recycled aggregates shall be stockpiled in such a manner that each certified test report will identify a single stockpile of not more than 10,000 tons. The Contractor shall certify that the recycled material is neither hazardous or toxic. This certification shall address the toxicity characteristics prescribed in WAC 173-303-OC^S) under sampling and testing according to WAC 173-303-I10. Sampling and testing shall be one per 10,000 tons from any single source and not less than one sample from any single source. W Acceptance of the recycled concrete rubble aggregate for hazardous and toxic requirements shall be by Manufacturers Certificate of Compliance with accompanying test reports. i Gradation, sand equivalent, and fmcture requirements will be per the specific product oullincd in these specifications. I 1 i i N,21 y,yY y!I it.n. a Rlw,y_i 1 r 9-03.21 Recycled Material(Additional Section t; 9.03.210) Reclaimed Glass(Mixed Waste C ullet) Additive to Aggregates(Additional Section) a Reclaimed glass may be blended with the following: i Ballast 903.90p Shoulder Ballast 9103.9(2) Crushed Surfacing Base Course 9-03.9(3) Aggregate for Gravel Base 903.10 Gravel Backfill for Foundations,Class A 903.12(1)A Gravcl Backfill for Foundations,Class B 9403.12(1)B Gravel Backfill for Wails 9-3.1212) ya Gravel Backfill for Pipe Bedding 9-03.12(3) Gravel Backfill for Drains 9-03 l2(4) Backfill for Sand Dtaiw 9-03 12(4) Backfill for Sap,,Drains 9-03 13 Sand Drainage man'o 9-03.130) Gravel Borrow 903.14 E Bedding Material for Rigid Pip 9-03 15 : Bedding Material for Flexible Pqx 9-03.16 Foundation Material Class A and B 9-03 17 f4d7 F Foundation Material Class C 9-03.18 I Bank Run Gravel for Trench Backfill 9-03,l9 ' Aggregates containing reclaimed glass shall conform to the requirements of these � .r Specifications for each item listed above. No aggregate shall contain more than 15 ; percent glass. No more than 10 percent of the material retained on an individual sieve t 1/4 inch or larger shall be glass,based upon visual examination and weight. it 9-05 DRAINAGE STRUCTURES,CULVERTS,AND CONDUITS {�. 9-05.7(2) Reinforced Concrete Storm Sewer Pipe(Replace) Reinforced Concrete Storm Sewer pipe shall conform to the requirements of ASTM C-76 and shall be Class IV. Cement used in the manufacture of reinforced concrete pipe shall be Type 11 in conformance with ASTM CI50. no admixture shall be used unless othcrwbe specified. 9.05.7(2)A Basis fee Acceptance(Addition) All pipe shall be subject to(1)a three-edge-bearing strength(D-load) test in accorda:ce with ASTM C76;and(2)a hydrostatic test of the rubber gasket joints in accordance with ASTM C361 or AW WA C302 except test pressure shall be 5 psi. mpon,.t+f,t»o.a,cinn srycm tywt.mn.,u.rv,•�v ns.t.i I e} 't +I P-= C § MM1i 01 1•0c. -(3) Concrete Storrn Sewer Pipe Joints(Replace) to,'' ^sscmbly design shall Ix reinforced concrete bell and spigot type incorporating a lot.) retained single rubber gasket in accordance with ASTM C361 or AWWA C302 Rubber gasket material shall be neoprene 9.05.7(4) Testing Concrete Storm Sewer Pipe Joints Hydrostatic testing of rubber gasket joints shall be performed in accordance with ASTM C361 or AW WA C302 except test pressure shall be 5 psi. t9-05.12 P5'C Sewer Pipe(Addition) Polyvinyl chloride pipe(PVC)shall conform to the requirements of ASTM D3034, Class s SDR 35. Material for PVC pipe shall conform to the requirements of ASTM DI-84 for Class 12454-B or 1245 t-C as defined therein. Flexible couplings shall be rubber, full 1 circle,clampon type coruormi.og with ASTM C425 and provided with two stainless steel t ncl scmw<!amps to secure the coupling tightly to pipes. All screw-type clamp hardware shall be Type 304 or Type 316 stainless steel. Rubber material shall be suitable for sewage service. a Pipe and fittings shall be installed on this project in accordance with ASTM D2321. 9-05.13 Ductile Iron Sewer Pipe .�•) Ductile iron pipe shall be Class 50 Joints for ductile iron pipe shall be rubber gasketed { ter. (mechanical or push-on joints) conforming to the requirements of ANSI A?i.11 or s AWWA C-111. t 1 Interior surfaces of all ductile iron pipe,fittings,and specials shall be cleaned and lined in r the shop with cement-mortar lining applied centrifugally in conformity with ANSI A21.4/AWWA C104. The minimum lining thickness shall be 3/16 inch. All shop-applied j_ n f` �,• cement mortar lining shall be given a seal eau of asphaltic material in conformance with ANSI A21.4 or AV6'WA C-104. The exterior coating shall be an asphaltic coating r approximately 1 ml thick in conformance with ANSI A21.51 or AW WA C151. 2s t 9-OS.15(1) Manhole Ring and Cover(Revised) Revise the second paragraph of this section to read as follows: I J All cm•ers shall be interchangeable within the dimensions shown in the Standard Plans Manhole rings and covers shall meet the strength requirements of Federal Specification RR-F-621 E. All mating surfaces shal.be machine finished to ensure a nor•ocking fit. :L V a;•�MX i n mra��:,r�rr.rrm.a,rmn srrcw Di.i,14oli 9 vn.zs 9-08.2 Products 9,0&2(1) Coating System Specification The following coating system spe:ifications shall be used for coating(scaling)all interior and exterior concrete surfaces of manholes. Color: While Coatings: primer: One coat of Wasser.dCConseal high solids ureth:.ne(2.0 DM Finish: Two or more coats of Wasser MCConseal(min.4.0 DPT) Surface preparation: In accordance with SSPC SP 7 (Sweep or brush off blast) Application: Shop/Field The drying time between coats , shall not exceed 24 hours in any"se System Thickness: 6.0 mils dry film r e e s e is myiw.i�rp`'eocron Yaµc 11. v 5 i 5 �t . M } R � 2 Y � s _ _ r P c L, ISM Y i 4 f y 'a e. , _ �ti •6 eat• )^eentxt NOTES x �� Dollom lore arop.etxy 1-04 fleet xe otpploWe.perk.! IMI -,. .i h 1"NN terlr IHY tenlorn U SetliPn R.ASTY C UR IA\5NTO Y 1991 py ,' E at W'SMA rfeiwlmenit. 2"CLR ��{I �X Noneal tleP 49t tMt be weeN x aegtokxRlNy r06M of the orb. 01 the mpNlttlwx,neeet that ae'trot N "x 1ti yN any mePDaf toot be 3A r PM91106 n It eater hot by v' 49•+ DroAAIt.d r 1 1 te- 1 95, TOP SLA9 i •S epe a e" WWI nllom fact 0 1"tlal te.x 12' NN 1 7 Cyp LAU[ 7 �� •e gehvN)etl tlelo•metl re0a r,LI ll �• R gal 0 too WA LD i0 N� � tmootn tltel �1� wr� n 17"Yx 1 IY'time 11 / elnler it efnbr + )7"TOP SLAB �� . q^ T YUPIDLE STEP �� R' •e 90"onaee aelormfe r De• Dor A Batt• a"tenlxe YNM STEP SiCV PREIARRICATED LADDER n • llam Tate 'lA T.MN eerx r'aR ,� 154 I xt• a"� MISCELLANEOUSIri MANHOLE DETAILS Der (T1�.�••I��T E r .....� CRAM RING •e" a SA" TDP SLAP •, a', _' `tl ttf•-• ADOPTED CITY OF RENTON • STANDARD PLANS 'A LST DATE:8-Nov-8t SP PACE:B034 .I a: 1 P s .r CASTING INLAND FDRY OR EDUAL. PT.0714 SEE DETAIL 51.4 E ADJUSTMENT •• YINJ— CONE 1 MORTAR JOINTS .•mM PRECAST SECTION ,�-- STEPS - 3/4' DEFORMED BAR S TCPS SMALL BE INCLUDED vtt' R.Sst x, w CONCRETE *A% BY PIPE INC. OR APPROVED COUA. +r MAX PIPE SIZE - 21' I.D. LADDER-STD ALUMINUM MORTAR OR GALVANIZED STEEL FILLET CONTRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF �6 1I �' ^1 6'•41M EvA]' _IANITA�Y MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL NO SCALE ADOPTED tm RY n.4 MAY.,. M•m MIT Ia wrz +v+vn 1_oAl7 Rev51a� LAPPA DWG NAME 8R28 So PAGE.B071 9 w s� a w � w w �o � w �► ® w w w w �w w w I .. -.It-vr Kt D 0. /2• . ,^ ve-MGaxID eart[RN c1n wrtve.L w ,[R , 0 0 te•vt- s. 1` i SECTION A-A I'w FRAME (NON-LOCKING) COVER (NON-LOCKING) ~� A FOR 5/8`11 N.C. n 1-1/4" I-D/t. B $$. SOC. Mp. CAP SCREW U R v (�2 vY ,n. TYP. NON-SKID PATTERN SU, S r2-I/i { SECTION B-B 2" RAISED LETTERS AS REO'D. SEE NOTE No3 BELOW UNDERSIDE SHOWN FOR CLARITY —J/."oar oro)ON"I ,c DRILL wD tY ph^-It NC I-Vt"CP2rtN)ILMKIM) w tJ- Dc, J Yti) - FRAME (LOCKING) COVER MANHOLE [RAMC AND COVER g NUS ;17 I OR NCIN-LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR COUAL ADOPTED FOR LOCKING LID USE OLYMPIC FOUNDRY No MH 30 D/T OP EOUAI. cm.1 RcmD 3 USE FRAME AND COVER FOP STORM (SPECIFY "DRAIN" ON COVER), ` •.` ` 911nDRN t111. SANITARY (SPECIFY "$[VER'). OR WATER (SPECIFY "WATER") pATD 4/11h, 4�T _ R 3ION Y Ow¢ NAME 8R29 $P PAGE NO'. A i PROPERTY LINE T[_ . 6" BUILDING SC VCR FIF[ I FUTURE BUILDING SEWER XT TEE VI7H 6" SIDE OVTLEI . A„ STUD SERVICE MARKER PAINT UPPER PORTION WHITE AND STENCIL ON SIDE WARDING 'SEWER' WITH y' HIGH BLACK LETTERS. 6" SIDE SEWER AND BUILDING SEVER w AND 116 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. A i UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 'r IRON SADDLE SECURED TO SEVER MAIN WITHSTAINLESS STEEL BANDS EXISTING WHEN CONNECTING NEW SIDE SEVERS TO EXISTIrvG MAIN e 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND Cl FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. ! J gl! ucAtr[ \S G .. eLa.IKc /M xS pNW' 9L0C _21 Niw SLWL 1 vx WRtr HORIZONTAL___ _ ! A"•Aw. -SEVER MAIN /SE VCR MAIN CONCRETE BLOCKING ANGLE >TANWD SIDE SEWER INSTALLATION 5 OF TEE AT MA,N OVER 25 TYPICAr .IDC SEVER ELEVATION (SEWER MAIN TO PROPERTY LINE) 4 ELEVATION ADOPTED NO E Cm A[nV.t j ONI.ESS OTHERWISE SHOWN ON LINTHANPLAN, SIDE SEVEP SHALL HAVE A MINIMUM 5' COVER Ar oRG:CRTY aLe• !I4 OR 3-5' LOVER THAN THE LDVESr HOUSE ELEVATION. WHICHEVER IS LOWER La uAx1Tnvn PAr- y. PPR DWG NAME DR39 SP PACE e078 ( i 6 IN. DIAMETER PIPE L ENG TH(F T) 0 30 100 1 200 250 300 350 400 /5p Spp 0 0 20 10 59 79 99 119 139 138 170 PO a 50 35 55 75 95 ❑1 134 151 fA 178 177 177 0 100 70 90 110 IRD 150 169 197 186 IBA 183 182 I50 106 125 115 165 185 195 193 191 189 187 186 200 11] 161 IBO 200 202 199 197 195 193 191 190 a 250 176 I% 211 209 205 202 200 198 i96 194 197 c 300 211 220 215 211 208 295 202 200 198 197 195 z 350 22] 221 217 213 210 20; 205 202 201 199 197 400 227 222 218 214 211 209 206 201 202 201 999 m '50 227 222 219 215 213 210 208 206 [01 202 201 ' TIME (SECONDS) PROCEDURE, SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABIL12ATIOR ADDING 41P j �]I AS REOUIRED TIME THE DROP FROM 3.5 PSIG 6 IN. DIAM[SER PIPE TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE Y LENGTH(FT) 0 50 100 150 B00 250 300 750 �00 150 500 TIME IN SECONDS FROM THE TABLES. 0 0 20 10 59 79 99 119 139 150 170 170 n 50 55 75 95 111 134 151 171 192 I90 I88 IB6 a 100 110 130 150 169 189 209 210 207 203 201 198 u 150 165 185 205 22( 233 227 222 217 2i4 210 208 200 220 NO 237 218 241 233 23U 2_3 222 218 215 p 250 2]3 271 261 253 247 211 236 2J2 228 225 222 300 283 2]3 26A 257 _251 216 211 237 233 230 227 I• z 350 283 2]1 267 c^60 251 2.9 245 211 237 231 231 100 283 275 269 263 25] 252 248 221/ 211 238 223 _ �50 283 276 270 261 259 255 25t1 217 N1 201 230 T IMF (SECONDb I AIR TES TABLE (LOW PRESSURE) FOR SEWER MAINS-$HEFT I OF 2 ADOPTED 'I cm ar xrxrox Ifl e.Tc _ 1 o�T1 RMrON OWC NAME SPOT SP PACE 8083 r r d PAY LIMIT TRENCH BACKFILL 4'-0" MAINLINE e. 3'-J" SIDE SEWERS I ' (SUBSEQUENT BACKFILL MATERIAL ' ORATIVE IF IMPORT PER APPROVED Y SECTION 7 ENGINEER .3(3) l OF THE SPECIAL PROVISIONS) ' i PROPOSED SEWER MAIN ' r - PIPE ZONE MATERIAL 6" PER SECTION 9-03.9(3) (TOP COURSE) EXCAVATION AND BACKFILL OF UNSUITABLE MATERIAL (IF NECESSARY) DEPTH AS APPROVED `COTES: BY ENGINEER e 1. PROMDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMP:CT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY , EXCE"T DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAM" ONLY, A. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE 1 FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. SEWER MAIN/SIDESEWER TYPICAL TRENCH BEDDING/BACKFILL DETAIL N'S PAY LIMIT OF TRENCH PATCH PAYMENT 6'-0" MAINLINE 5'-0" SIDE SEWERS J" CL 'B' ASPHALT CONCRETE PATCH 1 1/2" A.C. OVERLA" CLASS B =INAL T INE CUT JOINT ACH SIDE � . z � � 12„ CRUSHED SURFACING TOP COURSE TYP EXIST. ASPH. CONC. PAVEMENT, TYP. SUBSEQUENT BACKFILL (SEE BEDDING/BACKFILL DE1 AIL) 1 TRENCH NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED 1 WITH TEMPORARY COLD MIX ASPHALT AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCh RESTORATION WORK. 1 2. LIMITS OF 1 1/2" A.C. OVERLAY EXTEND FROM SIDE TO SIDE, INCLUDING THICKENED ASPHALT EDGES. ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL ��i 6 IN DIAMETER PIPE - LENGTH<FT) 0 50 100 150 200 250 300 350 400 450 500 0 0 20 40 59 79 99 119 139 158 170 170 I, A. 50 79 99 119 139 158 178 198 208 204 201 190 n 100 158 178 199 218 238 246 238 232 227 222 219 °t 150 238 257 277 283 272 263 255 248 243 238 234 200 717 321 306 294 283 275 267 261 255 250 2a6 a 250 340 325 312 301 291 283 276 270 264 259 255 G n 300 340 327 316 306 298 292 283 277 272 267 263 1.. z 350 340 329 319 310 302 295 289 283 27R 274 269 400 340 330 321 313 306 330 294 288 283 279 2]5 N 450 340 331 323 316 309 303 298 292 2B8 2A3 279 TIME <SECONDS) PROCEDUREo f SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.LG. ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REWIRED. TIME THE DROP FROM 35 P.SI.G TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE 6 IN DIAMETER PIPE TIME IN SECONDS FROM THE TABLES. 1 LENGTWFT) 0 50 100 150 200 250 300 350 400 450 500 0 0 20 40 59 79 99 119 139 158 170 170 50 124 144 163 183 203 223 243 237 231 225 221 a. 100 247 267 287 301 312 298 286 27S 268 261 255 u 150 371 391 371 352 336 323 312 302 293 286 279 200 _ 425 402 383 366 352 340 329 320 312 304 298 ti 250 425 406 3" 376 363 352 342, 333 326 318 31c' `0 300 425 409 395 383 371 361 352 344 336 329 323 z 350 425 4I1 399 388 378 36B 760 352 745 3]8 332 400 425 413 4@ 392 383 3ia 366 359 352 346 340 450 425 414 401 395 387 379 371 365 358 352 347 TIME SECONDS) MR TEST TABLE (LOW PRESSURE) FOR SEWER MAINS - SHEET 2 OF 2 ADOPTED cm n.ewlux a4.e4.e ol... u-own znan DAG NAME DR07A SP PACE BM4 r7 F 4 1 1 T whim I•IP11 I typical I ('SIM cMfa.'N On to? 1011 If raaVlreO If raOulrN lSN Sian IIOM / ISea SIM P1 °r rr ORIO COrbo1 plane, NOTES p' ,Taff i< �d11rp1 PIOMI. /{ SN A01I 1 1.9drICiOaB 4g11 be 'he10,00 In pccdOdKa with Dd• vl Ol !M u1iCD. sr 1 }.SM° code anal I MI °e BIKk.. l OI B WIN11' °0 . Ic 11 +O 1}- Wt ].a°Ila an0ll be placed Dofn front Ono OOc4 of pdrlCOOa If Z ��fi:��! raOVlra° ry +Yo - wp_ y rr Off lC. a°l,e ana11 Ds +M aMe bll Kfdita0 +•LUIrpV MOlI be aPanada Vows d ber4r. oft lDwhe ddga :y .] Its p he 0er}n I, Tar (Al1N1 BdrlcOOea da p1 t0 1M "Ohl Of tr°fllc. 11 ILI Brlcoaa de Is11 of Irafllt. J Nhva a Ddrlco0a q+ends M111alY Ocr°aa ° w7 Tha e1r1ON innl l .I Coe OOr d In IM OIrK l�tpwdd Mr1 cn troll lc IrVa+ rVrn in awld IhQ Nlyre both rIM+ M, Iefl "he wry pro',dad fd. +he c"YION aIr I IN .".I45- 01.wy aPnq° In both °I r K 11 pnS frdn +M caMV M +M bdr I ace. 1.It .;M is rml,K field h111 +vp Mya to ootdgdp+a '�.1Y h0ohlM poll. USO "SW 4i V ry1- TheI'M ehol l De 1.- M1a1 iN In o mpnnar tM+ 1ne can1V rrNe °I I It np+ cOVV+I. ]N SDaabl Pro lslOne Id Ndth l FRONT VIEY ` it 1'^10h1' Ill bdrle0da shown a•i Ee+ar lei ply4•pp0. -SN Dal all A 1 "ad'" wawa. ef'KICr I}N rails. aTn11p LIyM Lana ��♦ aMd with } OolvM1S11° Sea Not: , Fynirp 1 jl a'a- ]' 1.0 D011e With Dp11VY flat NY~ DV Dpat. a- N a' Ioa+ Ilyotcpll YOIIOeI Pr .I aM bl+. 1' IIk t:�. Vesay10+a "I*le ° fe ND cable Doth e0 of logo otM >y Ex. PIYwaaO G pow+ dwap cable W e a' — ood NO. an both She. DOe+ dq +Mu MIa 0 acMo liT w000 1` ecrewa '.• ISd Mlla Ol l } •ry' Ilnj WIN I ,p/-10d OD14 ch ba,a pn DM4 alas PN+ 1'i • Plpq(b arKa IIYp IC011 V Steel CODI! Salta lope be raaVirN DETAIL A ''i s a' turnpyrkla with nOch 1 . .' Sxloa nypl<pl _ '': + }- Ere bolt TYPE III BARRICADE • r° `pll ADOPTED tL CITY OF PENTON 0. SEAND.VID PLATS SI OE VIEW F•N 2 LST DATEZ Dec89 SP PAGE:H018 .a c�, 'l . r{ Jac_ a- � cnan wosa IimMi.n�n;ei' • fD4iAU[r IOM cm-a M��rol.a..u�sr 'w a..e N \ srwQ a�,s+rM Mr 1 K c rancor r a v 1...N 0sr.60r CbWoc.baw wa.«N «Cr M IrnOu«.1¢Me«..a le M.Ira. Y.Ih. 1 IM S� -a INrI r ti� ...Iri w.a rar xa: ar.rrl. �I . WY Mr IYr •rVp. 4i bbl. j wassr I •.•• raa " ONE L NED �✓ ANEAD l IgIG VOID emas TI(m a sops � 11G0 N410 FON FOCAL AO@M ClSIS TRAFFIC CONTROL PLAN � i ttw >ti..rr obrrw•.. r ADOPTFD rrr crw.ci¢rw rcvas '" w'«i.«i+"«irr.�wr v.%•.%w.r"�. •. - '� n arr lir¢rrarc,n •. - r rl LttX b Snandard Man% u *rw•r.ssv.uen el bWa ceM.M a%t«w a tb-W .'a.o �A•a� rw.rww.u+rw r. A,, S il PAGE 24 1992 OI P PAGE K(101"�_. .n...er i«.w w..a w n.y�%y s w.•we. art i[vmr r. rww r.K-02 1 Y ' m FF a r s. s � ee e� see ® esr sr; >� s. s. a• i �a o ]f NtA.L Yp,t, O Y fn«wJ wn•.y,/•n ITN•A.YyTCDI YrM. •� �-� b•nO IsnH Nn4W•I W.n•yNw a�en-f MWfOq•w.«wb•b NlNwl • «wn 1 1 ,. fN..An-a•AM uw•n a..N l•Tm„r..I '4-,«All-.•U......l4Onii..... n u.lq Ie..N,AP-f.b.•••Pm•w. /Y..loNl DETOUR I � r«Nmawl(Nlw••,•,wM an.•i N•nI Afo-x F, �� Y p `0 �Np•.oa-L xwbP..(am u•...) �, r O W 4w.M x•r e.wn N•,..). YenD,TD y An.f W = Tw rP•Y.MNIlNS MW+Na•eM]l.- N 1•M•lN Mµf w N•wu aerw.n•n x- v V $.)IPI O v Y ut NNIN ni!-el•<•. C K/ Wf0-f W20q in floi, Q DETOUR � yx oo z 1 I $Q 1R 7y Y Y•-)ILI C 1 f X a 1rP¢u APILICATbY-0R0vA SIMNO r0A fAfET c0n)TRUC11oY .AOJECI lA A JTAttT 0A11. TRAFFIC CONTROL PLAN LEGERO ® rrw In FAAnYAu ADOPTED CITY OF RENTON STANDARD PUNS •E N LST DATE:114u1.81 SR PAGE:X013 :t